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BOQ Name of Work :-Construction of CC Road from H/o sh ... - Jhansi

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<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> <strong>Road</strong> <strong>from</strong> H/o <strong>sh</strong>. Rajiv Babele to (DP) double pole at Magar Pur<br />

Village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 927.50 sqm 19.98<br />

2<br />

E/W in excavation in fdn. In ordinary soil<br />

etc. 12.19 cum 42.40<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-53<br />

mm gauge GSB in foundation/base coat<br />

including all supply <strong>of</strong> material T&P etc. 12.19 cum 3058.40<br />

79.50 cum 3058.40<br />

4<br />

1st class B/W in 1:4 cement F-sand mortar<br />

in fdn.and plinth including all supply <strong>of</strong><br />

materials T&P etc. 36.57 cum 4546.50<br />

5 making subgrade in cutting or filling etc. 79.50 cum 42.40<br />

6<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet<br />

including labour cost etc. 795.00 sqm 16.00<br />

7<br />

8<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all supply <strong>of</strong><br />

material T&P etc. 79.50 cum 4872.80<br />

12 mm thk. Plasterin 1:4 cement F- sand<br />

mortar 159.00 sqm 148.50<br />

9<br />

making expansion joint in <strong>CC</strong> road slab at an<br />

interval <strong>of</strong> 2.5- 3.0 m each. 267.00 Rm 5.00<br />

10<br />

S/F <strong>of</strong> angle iron sign board including<br />

painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work:-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> <strong>Road</strong> <strong>from</strong> H/o <strong>sh</strong>. Ramle Jamadar via. H/O Mehtab to the<br />

H/O Gyan Singh at Patha Village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 0.00 sqm 19.98<br />

2 E/W in excavation in fdn. In ordinary soil etc. 11.73 cum 42.40<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-53 mm<br />

gauge GSB in foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 11.73 cum 3143.90<br />

76.50 cum 3143.90<br />

4<br />

1st class B/W in 1:4 cement F-sand mortar in<br />

fdn.and plinth including all supply <strong>of</strong> materials<br />

T&P etc. 35.19 cum 4331.00<br />

5 making subgrade in cutting or filling etc. 76.50 cum 42.40<br />

6 S/L <strong>of</strong> moorum in blanket coat etc. 76.50 cum 663.60<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet including<br />

labour cost etc. 765.00 sqm 16.00<br />

8<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16- 22.40mm<br />

gauge GSG including all supply <strong>of</strong> material T&P<br />

etc. 76.50 cum 4872.80<br />

9 12 mm thk. Plasterin 1:4 cement F- sand mortar 153.00 sqm 148.40<br />

10<br />

making expansion joint in <strong>CC</strong> road slab at an<br />

interval <strong>of</strong> 2.5- 3.0 m each. 267.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including painting<br />

and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work:-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o <strong>sh</strong>.Durga Rajpoot via H/O Neelu Tiwari towards<br />

H/O Hari<strong>sh</strong> chandra rawat at Patha village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 450.00 sqm 19.98<br />

2 E/W in excavation in fdn. In ordinary soil etc. 6.9 cum 42.40<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-53 mm<br />

gauge GSB in foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 6.9 cum 3358.40<br />

45.00 cum 3358.40<br />

4<br />

1st class B/W in 1:4 cement F-sand mortar in<br />

fdn.and plinth including all supply <strong>of</strong> materials<br />

T&P etc. 20.7 cum 4535.75<br />

5 making subgrade in cutting or filling etc. 45.00 cum 42.40<br />

6 S/L <strong>of</strong> moorum in blanket coat etc. 45.00 cum 568.70<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet including<br />

labour cost etc. 450.00 sqm 16.00<br />

8<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16- 22.40mm<br />

gauge GSG including all supply <strong>of</strong> material T&P etc. 45.00 cum 5128.90<br />

9 12 mm thk. Plasterin 1:4 cement F- sand mortar 90.00 sqm 148.90<br />

10<br />

making expansion joint in <strong>CC</strong> road slab at an<br />

interval <strong>of</strong> 2.5- 3.0 m each. 150.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including painting and<br />

writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o Sh. Harnarayan Yadav towards Karasdev Mandir<br />

at Sitaura village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 270.00 sqm 19.98<br />

2 E/W in excavation in fdn. In ordinary soil etc. 4.14 cum 42.40<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-53 mm gauge<br />

GSB in foundation/base coat including all supply <strong>of</strong><br />

material T&P etc. 4.14 cum 3270.75<br />

27.00 cum 3270.75<br />

4<br />

1st class B/W in 1:4 cement F-sand mortar in<br />

fdn.and plinth including all supply <strong>of</strong> materials T&P<br />

etc. 12.42 cum 4476.90<br />

5 making subgrade in cutting or filling etc. 27.00 cum 42.40<br />

6 S/L <strong>of</strong> moorum in blanket coat etc. 27.00 cum 663.90<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet including<br />

labour cost etc. 270.00 sqm 16.00<br />

8<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16- 22.40mm<br />

gauge GSG including all supply <strong>of</strong> material T&P etc. 27.00 cum 5041.40<br />

9 12 mm thk. Plasterin 1:4 cement F- sand mortar 54.00 sqm 148.90<br />

10<br />

making expansion joint in <strong>CC</strong> road slab at an interval<br />

<strong>of</strong> 2.5- 3.0 m each. 99.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including painting and<br />

writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work:-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o Sh. Bhagirath Ku<strong>sh</strong>waha via H/o Sure<strong>sh</strong> parihar<br />

to the H/O Jaihari Sha<strong>sh</strong>tri at Khalilpura village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 300.00 sqm 19.98<br />

2 E/W in excavation in fdn. In ordinary soil etc. 6.164 cum 42.40<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-53 mm<br />

gauge GSB in foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 6.164 cum 3339.70<br />

40.20 cum 3339.70<br />

4<br />

1st class B/W in 1:4 cement F-sand mortar in<br />

fdn.and plinth including all supply <strong>of</strong> materials<br />

T&P etc. 18.492 cum 4433.40<br />

5 making subgrade in cutting or filling etc. 40.20 cum 42.40<br />

6 S/L <strong>of</strong> moorum in blanket coat etc. 40.20 cum 695.40<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet including<br />

labour cost etc. 402.00 sqm 16.00<br />

8<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16- 22.40mm<br />

gauge GSG including all supply <strong>of</strong> material T&P<br />

etc. 40.20 cum 5113.00<br />

9 12 mm thk. Plasterin 1:4 cement F- sand mortar 80.40 sqm 149.15<br />

10<br />

making expansion joint in <strong>CC</strong> road slab at an<br />

interval <strong>of</strong> 2.5- 3.0 m each. 132.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including painting<br />

and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work:-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> main road towards H/O Sh. Dulichandra at<br />

Dhimarpura <strong>of</strong> Devra Khurd village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 60.00 sqm 19.98<br />

2 E/W in excavation in fdn. In ordinary soil etc. 4.876 cum 42.40<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-53 mm<br />

gauge GSB in foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 4.876 cum 3358.55<br />

31.80 cum 3358.55<br />

4<br />

1st class B/W in 1:4 cement F-sand mortar in<br />

fdn.and plinth including all supply <strong>of</strong> materials<br />

T&P etc. 14.628 cum 4437.50<br />

5 making subgrade in cutting or filling etc. 31.80 cum 42.40<br />

6 S/L <strong>of</strong> moorum in blanket coat etc. 31.80 cum 710.45<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet<br />

including labour cost etc. 318.00 sqm 16.00<br />

8<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16- 22.40mm<br />

gauge GSG including all supply <strong>of</strong> material T&P<br />

etc. 31.80 cum 5123.15<br />

9 12 mm thk. Plasterin 1:4 cement F- sand mortar 63.60 sqm 149.40<br />

10<br />

making expansion joint in <strong>CC</strong> road slab at an<br />

interval <strong>of</strong> 2.5- 3.0 m each. 120.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including painting<br />

and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work:-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o Bajnath Tiwari towards H/O Nand Ram Sharma at<br />

Aksev Village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 30.00 sqm 19.98<br />

2 E/W in excavation in fdn. In ordinary soil etc. 4.6 cum 42.40<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-53 mm gauge<br />

GSB in foundation/base coat including all supply <strong>of</strong><br />

material T&P etc. 9.2 cum 3243.40<br />

30.00 cum 3243.40<br />

4<br />

1st class B/W in 1:4 cement F-sand mortar in fdn.and<br />

plinth including all supply <strong>of</strong> materials T&P etc. 27.6 cum 4460.00<br />

5 making subgrade in cutting or filling etc. 30.00 cum 42.40<br />

6 S/L <strong>of</strong> moorum in blanket coat etc. 30.00 cum 605.10<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet including<br />

labour cost etc. 300.00 sqm 16.00<br />

8<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16- 22.40mm gauge<br />

GSG including all supply <strong>of</strong> material T&P etc. 30.00 cum 5039.55<br />

9 12 mm thk. Plasterin 1:4 cement F- sand mortar 100.00 sqm 147.50<br />

10<br />

making expansion joint in <strong>CC</strong> road slab at an interval<br />

<strong>of</strong> 2.5- 3.0 m each. 99.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including painting and<br />

writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work:-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o Rai Towards H/o Ram Prasad Adhyapak at<br />

Berwai Village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 30.00 sqm 19.98<br />

2 E/W in excavation in fdn. In ordinary soil etc. 4.6 cum 42.40<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-53 mm<br />

gauge GSB in foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 9.2 cum 3317.00<br />

30.00 cum 3317.00<br />

4<br />

1st class B/W in 1:4 cement F-sand mortar in<br />

fdn.and plinth including all supply <strong>of</strong> materials<br />

T&P etc. 27.6 cum 4465.30<br />

5 making subgrade in cutting or filling etc. 30.00 cum 42.40<br />

6 S/L <strong>of</strong> moorum in blanket coat etc. 30.00 cum 679.90<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet including<br />

labour cost etc. 300.00 sqm 16.00<br />

8<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16- 22.40mm<br />

gauge GSG including all supply <strong>of</strong> material T&P etc. 30.00 cum 5089.00<br />

9 12 mm thk. Plasterin 1:4 cement F- sand mortar 100.00 sqm 149.60<br />

10<br />

making expansion joint in <strong>CC</strong> road slab at an<br />

interval <strong>of</strong> 2.5- 3.0 m each. 99.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including painting and<br />

writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work:-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o Ajuddi to H/o Ayodhaya and <strong>from</strong> H/o<br />

Lalaram via. Door <strong>of</strong> Ram Prasad towards H/o Khachore at grampanchayat Bhata, Block Bangra<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1<br />

Dismantling <strong>of</strong> old flag<br />

stone 30.00 sqm 19.98<br />

2<br />

E/W in excavation in fdn. In<br />

ordinary soil etc. 11.27 cum 42.40<br />

3<br />

4<br />

5<br />

6<br />

7<br />

8<br />

9<br />

10<br />

11<br />

P/L <strong>CC</strong> 1:6:12 cement sand<br />

and 22.40-53 mm gauge<br />

GSB in foundation/base<br />

coat including all supply <strong>of</strong><br />

material T&P etc. 11.27 cum 3253.10<br />

73.50 cum 3253.10<br />

1st class B/W in 1:4 cement<br />

F-sand mortar in fdn.and<br />

plinth including all supply<br />

<strong>of</strong> materials T&P etc. 33.81 cum 4567.50<br />

making subgrade in cutting<br />

or filling etc. 73.50 cum 42.40<br />

S/L <strong>of</strong> moorum in blanket<br />

coat etc. 73.50 cum 766.20<br />

S/L <strong>of</strong> 125 micron thk.<br />

Polythene <strong>sh</strong>eet including<br />

labour cost etc. 735.00 sqm 16.00<br />

P/L <strong>CC</strong> 1:2:4 cement c-<br />

sand and 16- 22.40mm<br />

gauge GSG including all<br />

supply <strong>of</strong> material T&P etc. 73.50 cum 5036.70<br />

12 mm thk. Plasterin 1:4<br />

cement F- sand mortar 122.50 sqm 149.60<br />

making expansion joint in<br />

<strong>CC</strong> road slab at an interval<br />

<strong>of</strong> 2.5- 3.0 m each. 240.00 Rm 5.00<br />

S/F <strong>of</strong> angle iron sign<br />

board including painting<br />

and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work:-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> main <strong>Road</strong> to the H/o Pappu Patel at Tendua<br />

village <strong>of</strong> Gramsabha Pasrai<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 300.00 sqm 19.98<br />

2 E/W in excavation in fdn. In ordinary soil etc. 11.5 cum 42.40<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-53 mm<br />

gauge GSB in foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 11.5 cum 3142.05<br />

75.00 cum 3142.05<br />

4<br />

1st class B/W in 1:4 cement F-sand mortar in<br />

fdn.and plinth including all supply <strong>of</strong> materials<br />

T&P etc. 34.5 cum 4534.60<br />

5 making subgrade in cutting or filling etc. 75.00 cum 42.40<br />

6 S/L <strong>of</strong> moorum in blanket coat etc. 75.00 cum 672.05<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet<br />

including labour cost etc. 750.00 sqm 16.00<br />

8<br />

9<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16- 22.40mm<br />

gauge GSG including all supply <strong>of</strong> material T&P<br />

etc. 75.00 cum 4904.50<br />

12 mm thk. Plasterin 1:4 cement F- sand<br />

mortar 125.00 sqm 149.60<br />

10<br />

making expansion joint in <strong>CC</strong> road slab at an<br />

interval <strong>of</strong> 2.5- 3.0 m each. 249.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including painting<br />

and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work:-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> the H/o Kalidas Pal towards 2nd H/o chhakki Pal<br />

at village Heeranagar,Block Bamore<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 30.00 sqm 19.98<br />

2 E/W in excavation in fdn. In ordinary soil etc. 4.37 cum 42.40<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-53 mm<br />

gauge GSB in foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 4.37 cum 3251.85<br />

28.50 cum 3251.85<br />

4<br />

1st class B/W in 1:4 cement F-sand mortar in<br />

fdn.and plinth including all supply <strong>of</strong> materials<br />

T&P etc. 13.11 cum 4354.85<br />

5 making subgrade in cutting or filling etc. 28.50 cum 42.40<br />

6 S/L <strong>of</strong> moorum in blanket coat etc. 28.50 cum 801.80<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet<br />

including labour cost etc. 285.00 sqm 16.00<br />

8<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16- 22.40mm<br />

gauge GSG including all supply <strong>of</strong> material T&P<br />

etc. 28.50 cum 5021.50<br />

9 12 mm thk. Plasterin 1:4 cement F- sand mortar 57.00 sqm 149.45<br />

10<br />

making expansion joint in <strong>CC</strong> road slab at an<br />

interval <strong>of</strong> 2.5- 3.0 m each. 99.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including painting<br />

and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work:-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> the H/o Ramswarup Pal towards H/O Chaturbhuj<br />

Kori at Village Kuratha,Block Bamore<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 60.00 sqm 19.98<br />

2 E/W in excavation in fdn. In ordinary soil etc. 6.808 cum 42.40<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-53 mm gauge<br />

GSB in foundation/base coat including all supply <strong>of</strong><br />

material T&P etc. 6.808 cum 3290.45<br />

44.40 cum 3290.45<br />

4<br />

1st class B/W in 1:4 cement F-sand mortar in<br />

fdn.and plinth including all supply <strong>of</strong> materials T&P<br />

etc. 20.424 cum 4418.05<br />

5 making subgrade in cutting or filling etc. 44.40 cum 42.40<br />

6 S/L <strong>of</strong> moorum in blanket coat etc. 44.40 cum 801.80<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet including<br />

labour cost etc. 444.00 sqm 16.00<br />

8<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16- 22.40mm<br />

gauge GSG including all supply <strong>of</strong> material T&P etc. 44.40 cum 5060.20<br />

9 12 mm thk. Plasterin 1:4 cement F- sand mortar 88.80 sqm 150.60<br />

10<br />

making expansion joint in <strong>CC</strong> road slab at an interval<br />

<strong>of</strong> 2.5- 3.0 m each. 150.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including painting and<br />

writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work - Necessary repair ,<strong>Construction</strong> <strong>of</strong> toilet,construction <strong>of</strong> rack in the laboratory at<br />

<strong>sh</strong>ee Jawahar Lal Nehru Inter College Uldan<br />

SN Item <strong>of</strong> work Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> B/W in cement mortar 0.483 cum 83.91 40.53<br />

2 E/W in excavation in foundation in ordinary soil.<br />

3 P/L P<strong>CC</strong> 1:4:8 cement sand and 22.40-53 mm gauge<br />

GSB in fdn. etc.<br />

4 P/L 1st class B/W in fdn. /plinth /super str.in1:4 cement<br />

sand mortar<br />

5 providing R<strong>CC</strong> 1:2:4 cement sand and approved GSG<br />

28.55 cum 42.00 1198.99<br />

2.22 cum 2996.70 6665.26<br />

25.38 cum 3356.29 85179.49<br />

4.17 cum 4794.71 20005.62<br />

same as above but for columns 1:1.5:3 2.19 cum 6552.77 14350.96<br />

15.40 cum 5374.07 82747.78<br />

6 Mild steel as reinforcement@1.0% <strong>of</strong> R<strong>CC</strong> work 17.00 qtl 5593.82 95094.94<br />

21.87cum<br />

7 12 mm thk. Plaster 1:4 cement sand mortar<br />

322.75 sqm 91.90 29660.73<br />

8 P/F angle iron chaukhats 9.60 rm<br />

1.414 qtl 6393.44 9040.32<br />

9 Fixing <strong>of</strong> couragated iron <strong>sh</strong>eet in door frames 7.2 sqm 899.00 6472.80<br />

10 P/F door and window <strong>sh</strong>utters <strong>of</strong> CP Teak woosd 1.5<br />

inch. Thk.<br />

fully panneled 3.6 sqm 4195.37 15103.33<br />

fully glazed 1.8 sqm 3596.03 6472.85<br />

11 2.5 cm thk. 1:2:4 plain cement conc. Floor with cement<br />

approved coarse sand laid in pannels including 8 cm<br />

thk. Base conc including 3 mm thk floating coat<br />

complete for toilets<br />

13.75 sqm 407.55 5603.81<br />

12 Approximate cost <strong>of</strong> oxidized brass fittings with scr 5.4 sqm 799.12 4315.25<br />

ews for doors and windows etc.<br />

13 painting over doors and window surfaces two coats 20.95 sqm 75.95 1591.15<br />

over one coat <strong>of</strong> priming paint coat 72.90x2.25<br />

14 Fini<strong>sh</strong>ing walls /surfaces two coats with water pro<strong>of</strong> 100.00 sqm 55.94 5594.00<br />

cement paint <strong>of</strong> approved make and quality<br />

15 White wa<strong>sh</strong>ing threecoats 200.00 sqm 5.19 1038.00<br />

16 P/F water tank <strong>of</strong> capacity <strong>of</strong> 2000 L <strong>of</strong> sintax make 1000.00 Ltr. 11.20 22400.00<br />

heavy duty.with lid and locking arrangement<br />

17 P/F first quality white glazed orissa pattern WC pan<br />

with all required fittings including pvc cistern <strong>of</strong><br />

capacity 10 ltrs.etc hindustan or cera or equivalent<br />

make complete item.<br />

5 4676.00 23380.00


18 P/F flat back 465 mmx355mm x265 mm size liped front<br />

urinal basin <strong>of</strong> white glazed earthen ware first quality<br />

hindustan or equivalent make isi marked with<br />

automatik flu<strong>sh</strong>ing cistern <strong>of</strong> pvc <strong>of</strong> capacity <strong>of</strong> 5 ltr.<br />

including all fittings etc. complete item.<br />

1 Nos. 2604.00 2604.00<br />

19 P/F white glazed ladies urinal pot 1 Nos. 800.00 800.00<br />

20 P/F 550mmxx400mm wa<strong>sh</strong> basin <strong>of</strong> white glazed<br />

earthen ware 1st quality ISI marked hindustan,cera or<br />

equivalent make with RS or CI brackets painted white<br />

15 mm dia. CP brass pillar cock with CP metal handle<br />

and 32 mm dia.CP brass chain with rubber plug 32 mm<br />

dia. CP brass waste standard pattern complete item.<br />

3 Nos. 2100.00 6300.00<br />

21 P/F 120 mm dia PVP float valve with brass rod and 1 Nos. 187.6 187.60<br />

union complete ISI marked<br />

22 P/F CP brass Bib cocks heavy quality 15 mm dia. ISI 15 Nos. 229.60 3444.00<br />

marked complete item <strong>of</strong> work.<br />

23 P/F 600x450 mm bevelled looking mirrir <strong>of</strong> Atul,Kiran 2 each 560.00 1120.00<br />

6.50 mm thk. Including all fittings etc . Complete item<br />

<strong>of</strong> work<br />

24 P/F GI pipe B class jindal,JTC make ISI marked incluting<br />

GI specials such as bends.tee , sockets , clamps etc.<br />

The rates also includes concealed GI fittings where<br />

required cutting and making dood the walls etc.<br />

complete item <strong>of</strong> work.<br />

25 mm dia. 50.00 Rm 212.80 10640.00<br />

20 mm dia. 60.00 Rm 168.00 10080.00<br />

15 mm dia 100.00 Rm 142.80 14280.00<br />

25 P/F full way brass gate valve heavy quality ISI marked<br />

complete item <strong>of</strong> work.<br />

25 mm dia. 1.00 Nos. 420.00 420.00<br />

20 mm dia. 4.00 Nos. 254.80 1019.20<br />

26 P/F GI grating 100 mm dia including cutting <strong>of</strong> floor 4 Nos. 100.00 400.00<br />

stone ,making surface good complete item<br />

27 P/F PVC pipe 100 mm dia. Heavy duty including all 25 Rm 200.00 5000.00<br />

fittings adhesives T&P etc. required for proper<br />

complition <strong>of</strong> work<br />

28 P/F submersible pump 1 HP and delivery pipe <strong>of</strong><br />

approved make,in bore hole already existing including<br />

all fittings ets required for proper complition <strong>of</strong> work.<br />

1 each 20000.00 20000.00


<strong>Construction</strong> <strong>of</strong> Mauranipur vivahghar<br />

<strong>BOQ</strong><br />

S.N Item <strong>of</strong> work qty unit Rate Amount<br />

1 Base concrete in 1:4:8 cement sand and 22.4-53 mm gauge<br />

granite stone ballast<br />

21.58 cum 2996.62<br />

2 P/l 2.5 cm thk.1:2:4 plain <strong>CC</strong> floor over 8 cm thk base <strong>CC</strong> in<br />

1:4:8 for plinth protection making surface good complete<br />

item as directed by engineer in charge 68.40 sqm 407.55<br />

3 providing and laying 25mm thk. Kota stone flooring over 20<br />

mm thk.cement mortar<br />

4 P/F kota stone skirting 150 mm height<br />

P/F dado <strong>of</strong> china white glazed wall tiles<br />

5 P/F door and window <strong>sh</strong>utters <strong>of</strong> CP Teak woosd 1.5 inch.<br />

Thk.<br />

Fully panalled<br />

fully glazed<br />

285.91 sqm 855.40<br />

202.690 Rm 59.99<br />

147.44 sqm 1198.68<br />

50.40 4195.37<br />

25.74 sqm 3596.03<br />

6 Approximate cost <strong>of</strong> oxidized brass fittings with scr ews for<br />

doors and windows etc.<br />

total area <strong>of</strong> doors and windows 76.14 sqm 799.12<br />

7 P/F 12 mm thk. And 100 mm wide pelmets with curtain rod<br />

34.90 Rm 359.60<br />

8 P/F galvanized mosquitos pro<strong>of</strong> heavy gauge iron wire<br />

guage with CP teak wood battens 80 mmx 10 mm<br />

complete.<br />

22.500 sqm 799.11<br />

9 painting over doors and window surfaces two coats over<br />

one coat <strong>of</strong> priming paintc coat 72.90x2.25 164.03 sqm 75.95<br />

10 P/A OBD 2 coats on interior surface <strong>of</strong> building over one<br />

coat <strong>of</strong> cement paint<br />

1392.611 sqm 75.95<br />

11 P/A weather resistant /water pro<strong>of</strong> paint 2 or more coats<br />

required for proper fini<strong>sh</strong>ing <strong>of</strong> surface over one coat <strong>of</strong><br />

cement paint 900.85 sqm 79.91<br />

12 P/F water tank <strong>of</strong> capacity <strong>of</strong> 2000 L <strong>of</strong> sintax make heavy<br />

duty.with lid and locking arrangement 2000.00 Ltr. 11.20<br />

13 P/F first quality white glazed orissa pattern WC pan with all<br />

required fittings including pvc cistern <strong>of</strong> capacity 10 ltrs.etc<br />

hindustan or cera or equivalent make complete item. 7 4676.00<br />

14 same as in item 12 but <strong>of</strong> european type 2 Nos. 5219.00


15 P/F flat back 465 mmx355mm x265 mm size liped front<br />

urinal basin <strong>of</strong> white glazed earthen ware first quality<br />

hindustan or equivalent make isi marked with automatik<br />

flu<strong>sh</strong>ing cistern <strong>of</strong> pvc <strong>of</strong> capacity <strong>of</strong> 5 ltr. including all<br />

fittings etc. complete item. 4 Nos. 2604.00<br />

16 P/F 550mmxx400mm wa<strong>sh</strong> basin <strong>of</strong> white glazed earthen<br />

ware 1st quality ISI marked hindustan,cera or equivalent<br />

make with RS or CI brackets painted white 15 mm dia. CP<br />

brass pillar cock with CP metal handle and 32 mm dia.CP<br />

brass chain with rubber plug 32 mm dia. CP brass waste<br />

standard pattern complete item. 7 Nos. 2100.00<br />

17 P/F GI pipe B class jindal,JTC make ISI marked incluting GI<br />

specials such as bends.tee , sockets , clamps etc. The rates<br />

also includes concealed GI fittings where required cutting<br />

and making dood the walls etc. complete item <strong>of</strong> work.<br />

25 mm dia. 50.00 Rm 212.80<br />

20 mm dia. 60.00 Rm 168.00<br />

15 mm dia 100.00 Rm 142.80<br />

18 P/F full way brass gate valve heavy quality ISI marked<br />

complete item <strong>of</strong> work.<br />

25 mm dia. 1 Nos. 420.00<br />

20 mm dia. 4 Nos. 254.80<br />

CP fittings.<br />

19 P/F CP brass Bib cocks heavy quality 15 mm dia. ISI marked<br />

complete item <strong>of</strong> work. 15 Nos. 229.60<br />

20 P/F CP brass <strong>sh</strong>ower heavy quality 10 mm dia. Capted<br />

including CP brass stop cock ISI marked complete item. 6 Nos. 344.40<br />

21 gysers 25 ltr capacity each 2 Nos.<br />

22 P/F 600x450 mm bevelled looking mirrir <strong>of</strong> Atul,Kiran 6.50<br />

mm thk. Including all fittings etc . Complete item <strong>of</strong> work 6 each 560.00<br />

23 P/F PVC pipe 150 mm dia. Heavy duty including all<br />

necessaryfittings,adhesive,excavation ,backfiffing etc.<br />

required for proper complition <strong>of</strong> work. 70.00 Rm 300.00<br />

24 P/F PVC pipe 100 mm dia. Heavy duty 25.00 Rm 200.00<br />

25 P/F P trap 150 mm dia. 2.00 Nos. 150.00<br />

26 P/F P trap 100 mm dia. 10.00 Nos. 100.00<br />

27 P/F GI grating 100 mm dia including cutting <strong>of</strong> floor stone<br />

,making surface good complete item 20.00 Nos. 100.00<br />

28 P/F 120 mm dia PVP float valve with brass rod and union<br />

complete ISI marked 1.00 Nos. 187.6<br />

29 P/F 750mm x 20 mm size CP brass towel rail <strong>of</strong> approved<br />

quality 6.00 each 378<br />

30 P/F railing for stair case <strong>of</strong> MS including one coat <strong>of</strong> primer<br />

etc. required for proper complition <strong>of</strong> work. 250 kg. 67.92<br />

31 painting <strong>of</strong> staircase railing etc 20 sqm 75.95


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work : <strong>Construction</strong> <strong>of</strong> <strong>sh</strong>ops in the gramsabha <strong>of</strong> Uldan on the vacent land owned by Zila<br />

Panchayat near bus stand<br />

SN Item <strong>of</strong> work NO. Qty. Unit Rate Amount<br />

1 E/W in excavation in foundation in B.C.Soil<br />

2 P<strong>CC</strong> in 1:4:8 in foundation with cement sand and22.4-<br />

53 mm gauge stone ballast<br />

3 C R Stone masonaryin 1:6 cement sand mortar<br />

132.03 Cum 43.95<br />

39.61 Cum 2996.62<br />

82.59 Cum 2197.57<br />

4 R<strong>CC</strong> in 1:2:4 in plinth beam Cum<br />

4.72 Cum 5553.87<br />

5 1st classB/W in 1:4cement sand mortar in super<br />

structure.<br />

63.16 Cum 3444.12<br />

6 R<strong>CC</strong> work in 1:2:4 in lintel beam and slab<br />

7 Mild steel as reinforcement<br />

Total qty. <strong>of</strong> R<strong>CC</strong> work in plinth beam,lintel beam and<br />

slab (28.89+4.72=33.61)@1.34%<br />

28.89 Cum 5374.02<br />

35.00 Qntl. 5593.82<br />

8 S/F <strong>of</strong> MS fan hooks 20.00 Nos. 61.00<br />

9 S/F <strong>of</strong> rolling <strong>sh</strong>utters <strong>of</strong> approved make made <strong>of</strong><br />

80x1.25mmcold rolled MS: Lath interlocked throughout<br />

their entire length and joined together,having inside<br />

and outside locking arrangement complete but<br />

excluding the cost <strong>of</strong> top cover and spring.<br />

57.60 sqm 1837.97<br />

10 P/F <strong>of</strong> 27.5mm long wire spring grade 2 for rolling<br />

20.00 Nos. 1318.54<br />

<strong>sh</strong>utters<br />

11 Providing and fixing top cover for rolling <strong>sh</strong>utters 24.00 Rm 679.25<br />

12 Providing and fixing ball bearing for rolling <strong>sh</strong>utters 20.00 Nos. 839.07<br />

13 12 mm thk. Plaster in 1:4 cement and sand<br />

1017.01 sqm 91.89<br />

14 E/W in filling in plinth including leveling dressing<br />

,ramming etc. complete . Shops<br />

verandah 89.24 cum 43.95<br />

15 2.5 cm thk. Cc in 1:2:4 in flooring on8 cm thk base<br />

concrete in 1:4:8<br />

148.73 sqm 407.55


16 as in item no 15 but without base concrete<br />

17 s/f <strong>of</strong> 3.15 mm thk.& 22.5 mm deep glass strip<br />

29.76 sqm 159.82<br />

18 White wa<strong>sh</strong>ing 3 coats inside<br />

19 fini<strong>sh</strong>ing exterior walls,chhaja and columns witt cement<br />

paint<br />

306.00 11.98<br />

648.60 sqm 5.19<br />

201.48 sqm 79.91<br />

20 Raised pointing 1:2 cement sand mortar below plinth 46.200 sqm 91.89<br />

21 two coats <strong>of</strong> painting <strong>of</strong> rolling <strong>sh</strong>utters(10x2.25) 202.50 sqm 75.91<br />

21 S/F <strong>of</strong> sign board 1 Nos. 3500


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work: construction <strong>of</strong> R<strong>CC</strong> <strong>sh</strong>ade at <strong>sh</strong>am<strong>sh</strong>an ghat <strong>of</strong> Ghatkotra Vill.<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1<br />

E/W in excavation in foundation in foundation in<br />

ordinary soil.<br />

7.84 cum 42.00<br />

2<br />

P/L P<strong>CC</strong> 1:4:8 cement sand and 22.40-53 mm gauge<br />

GSB in fdn. Etc. 2.35 cum<br />

3.14 cum 2996.70<br />

3<br />

P/L 1st class B/W in fdn. /plinth /super str.in1:4<br />

cement sand mortar<br />

5.90 3356.29<br />

4<br />

P/L R<strong>CC</strong> 1:2:4 cement sand and16- 22.40 mm gauge<br />

GSB in footing etc.<br />

3.84 cum 4794.71<br />

same as above but for columns 1:1.5:3 3.89 cum 6552.77<br />

6.18 cum 5553.87<br />

9.55 cum 5374.07<br />

5<br />

Mild steel as reinforcement@1.15% <strong>of</strong> R<strong>CC</strong> work<br />

23.46 cum 21.00 Qtl 5593.82<br />

6 12 mm thk. Plaster 1:4 cement sand mortar 48.75 sqm 91.90<br />

7<br />

Fini<strong>sh</strong>ing walls /surfaces two coats with water pro<strong>of</strong><br />

cement paint <strong>of</strong> approved make and quality 250.00 sqm 55.94<br />

8<br />

P/L P<strong>CC</strong> 1:3:6 cement sand and 40 mm gauge<br />

approved stone ballast 7.28 Cum 3396.25<br />

9<br />

providing and fixing sign board including paintin and<br />

writing etc 1 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work: construction <strong>of</strong> R<strong>CC</strong> <strong>sh</strong>ade at <strong>sh</strong>am<strong>sh</strong>an ghat <strong>of</strong> Dhawakar Vill.<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1<br />

E/W in excavation in foundation in foundation in<br />

ordinary soil.<br />

7.84 cum 42.00<br />

2<br />

P/L P<strong>CC</strong> 1:4:8 cement sand and 22.40-53 mm<br />

gauge GSB in fdn. Etc. 2.35 cum<br />

3.14 cum 2996.70<br />

3<br />

P/L 1st class B/W in fdn. /plinth /super str.in1:4<br />

cement sand mortar<br />

5.90 3356.29<br />

4<br />

P/L R<strong>CC</strong> 1:2:4 cement sand and16- 22.40 mm<br />

gauge GSB in footing etc.<br />

3.84 cum 4794.71<br />

same as above but for columns 1:1.5:3 3.89 cum 6552.77<br />

6.18 cum 5553.87<br />

9.55 cum 5374.07<br />

5<br />

Mild steel as reinforcement@1.15% <strong>of</strong> R<strong>CC</strong> work<br />

23.46 cum 21.00 Qtl 5593.82<br />

6 12 mm thk. Plaster 1:4 cement sand mortar 48.75 sqm 91.90<br />

7<br />

Fini<strong>sh</strong>ing walls /surfaces two coats with water<br />

pro<strong>of</strong> cement paint <strong>of</strong> approved make and<br />

quality 250.00 sqm 55.94<br />

8<br />

P/L P<strong>CC</strong> 1:3:6 cement sand and 40 mm gauge<br />

approved stone ballast 7.28 Cum 3396.25<br />

9<br />

providing and fixing sign board including paintin<br />

and writing etc 1 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work: construction <strong>of</strong> R<strong>CC</strong> <strong>sh</strong>ade at <strong>sh</strong>am<strong>sh</strong>an ghat <strong>of</strong> Saunakpura Vill.<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1<br />

E/W in excavation in foundation in foundation in<br />

ordinary soil.<br />

7.84 cum 42.00<br />

2<br />

P/L P<strong>CC</strong> 1:4:8 cement sand and 22.40-53 mm<br />

gauge GSB in fdn. Etc. 2.35 cum<br />

3.14 cum 2996.70<br />

3<br />

P/L 1st class B/W in fdn. /plinth /super str.in1:4<br />

cement sand mortar<br />

5.90 3356.29<br />

4<br />

P/L R<strong>CC</strong> 1:2:4 cement sand and16- 22.40 mm<br />

gauge GSB in footing etc.<br />

3.84 cum 4794.71<br />

same as above but for columns 1:1.5:3 3.89 cum 6552.77<br />

6.18 cum 5553.87<br />

9.55 cum 5374.07<br />

5<br />

Mild steel as reinforcement@1.15% <strong>of</strong> R<strong>CC</strong> work<br />

23.46 cum 21.00 Qtl 5593.82<br />

6 12 mm thk. Plaster 1:4 cement sand mortar 48.75 sqm 91.90<br />

7<br />

Fini<strong>sh</strong>ing walls /surfaces two coats with water<br />

pro<strong>of</strong> cement paint <strong>of</strong> approved make and quality 250.00 sqm 55.94<br />

8<br />

P/L P<strong>CC</strong> 1:3:6 cement sand and 40 mm gauge<br />

approved stone ballast 7.28 Cum 3396.25<br />

9<br />

providing and fixing sign board including paintin<br />

and writing etc 1 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work: construction <strong>of</strong> R<strong>CC</strong> <strong>sh</strong>ade at <strong>sh</strong>am<strong>sh</strong>an ghat <strong>of</strong> Nipana Vill.<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1<br />

E/W in excavation in foundation in foundation in<br />

ordinary soil.<br />

7.84 cum 42.00<br />

2<br />

P/L P<strong>CC</strong> 1:4:8 cement sand and 22.40-53 mm<br />

gauge GSB in fdn. Etc. 2.35 cum<br />

3.14 cum 2996.70<br />

3<br />

P/L 1st class B/W in fdn. /plinth /super str.in1:4<br />

cement sand mortar<br />

5.90 3356.29<br />

4<br />

P/L R<strong>CC</strong> 1:2:4 cement sand and16- 22.40 mm<br />

gauge GSB in footing etc.<br />

3.84 cum 4794.71<br />

same as above but for columns 1:1.5:3 3.89 cum 6552.77<br />

6.18 cum 5553.87<br />

9.55 cum 5374.07<br />

5<br />

Mild steel as reinforcement@1.15% <strong>of</strong> R<strong>CC</strong> work<br />

23.46 cum 21.00 Qtl 5593.82<br />

6 12 mm thk. Plaster 1:4 cement sand mortar 48.75 sqm 91.90<br />

7<br />

Fini<strong>sh</strong>ing walls /surfaces two coats with water<br />

pro<strong>of</strong> cement paint <strong>of</strong> approved make and quality 250.00 sqm 55.94<br />

8<br />

P/L P<strong>CC</strong> 1:3:6 cement sand and 40 mm gauge<br />

approved stone ballast 7.28 Cum 3396.25<br />

9<br />

providing and fixing sign board including paintin<br />

and writing etc 1 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work: construction <strong>of</strong> R<strong>CC</strong> <strong>sh</strong>ade at <strong>sh</strong>am<strong>sh</strong>an ghat <strong>of</strong> Simardha Vill.<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1<br />

E/W in excavation in foundation in foundation in<br />

ordinary soil.<br />

7.84 cum 42.00<br />

2<br />

P/L P<strong>CC</strong> 1:4:8 cement sand and 22.40-53 mm<br />

gauge GSB in fdn. Etc. 2.35 cum<br />

3.14 cum 2996.70<br />

3<br />

P/L 1st class B/W in fdn. /plinth /super str.in1:4<br />

cement sand mortar<br />

5.90 3356.29<br />

4<br />

P/L R<strong>CC</strong> 1:2:4 cement sand and16- 22.40 mm<br />

gauge GSB in footing etc.<br />

3.84 cum 4794.71<br />

same as above but for columns 1:1.5:3 3.89 cum 6552.77<br />

6.18 cum 5553.87<br />

9.55 cum 5374.07<br />

5<br />

Mild steel as reinforcement@1.15% <strong>of</strong> R<strong>CC</strong> work<br />

23.46 cum 21.00 Qtl 5593.82<br />

6 12 mm thk. Plaster 1:4 cement sand mortar 48.75 sqm 91.90<br />

7<br />

Fini<strong>sh</strong>ing walls /surfaces two coats with water<br />

pro<strong>of</strong> cement paint <strong>of</strong> approved make and quality 250.00 sqm 55.94<br />

8<br />

P/L P<strong>CC</strong> 1:3:6 cement sand and 40 mm gauge<br />

approved stone ballast 7.28 Cum 3396.25<br />

9<br />

providing and fixing sign board including paintin<br />

and writing etc 1 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work: construction <strong>of</strong> R<strong>CC</strong> <strong>sh</strong>ade at <strong>sh</strong>am<strong>sh</strong>an ghat <strong>of</strong> Sijari Vill.<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1<br />

E/W in excavation in foundation in foundation in<br />

ordinary soil.<br />

7.84 cum 42.00<br />

2<br />

3<br />

4<br />

P/L P<strong>CC</strong> 1:4:8 cement sand and 22.40-53 mm<br />

gauge GSB in fdn. Etc. 2.35 cum<br />

3.14 cum 2996.70<br />

P/L 1st class B/W in fdn. /plinth /super str.in1:4<br />

cement sand mortar<br />

P/L R<strong>CC</strong> 1:2:4 cement sand and16- 22.40 mm<br />

gauge GSB in footing etc.<br />

5.90 3356.29<br />

3.84 cum 4794.71<br />

5<br />

same as above but for columns 1:1.5:3 3.89 cum 6552.77<br />

6.18 cum 5553.87<br />

9.55 cum 5374.07<br />

Mild steel as reinforcement@1.15% <strong>of</strong> R<strong>CC</strong> work<br />

23.46 cum 21.00 Qtl 5593.82<br />

6 12 mm thk. Plaster 1:4 cement sand mortar 48.75 sqm 91.90<br />

7<br />

8<br />

Fini<strong>sh</strong>ing walls /surfaces two coats with water<br />

pro<strong>of</strong> cement paint <strong>of</strong> approved make and quality 250.00 sqm 55.94<br />

P/L P<strong>CC</strong> 1:3:6 cement sand and 40 mm gauge<br />

approved stone ballast 7.28 Cum 3396.25<br />

9<br />

providing and fixing sign board including paintin<br />

and writing etc 1 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work: construction <strong>of</strong> R<strong>CC</strong> <strong>sh</strong>ade at <strong>sh</strong>am<strong>sh</strong>an ghat <strong>of</strong> Itayal Vill.<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1<br />

E/W in excavation in foundation in foundation<br />

in ordinary soil.<br />

7.84 cum 42.00<br />

2<br />

P/L P<strong>CC</strong> 1:4:8 cement sand and 22.40-53 mm<br />

gauge GSB in fdn. Etc. 2.35 cum<br />

3.14 cum 2996.70<br />

3<br />

P/L 1st class B/W in fdn. /plinth /super str.in1:4<br />

cement sand mortar<br />

5.90 3356.29<br />

4<br />

P/L R<strong>CC</strong> 1:2:4 cement sand and16- 22.40 mm<br />

gauge GSB in footing etc.<br />

3.84 cum 4794.71<br />

same as above but for columns 1:1.5:3 3.89 cum 6552.77<br />

6.18 cum 5553.87<br />

9.55 cum 5374.07<br />

5<br />

Mild steel as reinforcement@1.15% <strong>of</strong> R<strong>CC</strong><br />

work 23.46 cum 21.00 Qtl 5593.82<br />

6 12 mm thk. Plaster 1:4 cement sand mortar 48.75 sqm 91.90<br />

7<br />

Fini<strong>sh</strong>ing walls /surfaces two coats with water<br />

pro<strong>of</strong> cement paint <strong>of</strong> approved make and<br />

quality 250.00 sqm 55.94<br />

8<br />

P/L P<strong>CC</strong> 1:3:6 cement sand and 40 mm gauge<br />

approved stone ballast 7.28 Cum 3396.25<br />

9<br />

providing and fixing sign board including paintin<br />

and writing etc 1 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work: construction <strong>of</strong> R<strong>CC</strong> <strong>sh</strong>ade at <strong>sh</strong>am<strong>sh</strong>an ghat Devri Singh Pura Vill.<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1<br />

E/W in excavation in foundation in foundation in<br />

ordinary soil.<br />

7.84 cum 42.00<br />

2<br />

P/L P<strong>CC</strong> 1:4:8 cement sand and 22.40-53 mm<br />

gauge GSB in fdn. Etc. 2.35 cum<br />

3.14 cum 2996.70<br />

3<br />

P/L 1st class B/W in fdn. /plinth /super str.in1:4<br />

cement sand mortar<br />

5.90 3356.29<br />

4<br />

P/L R<strong>CC</strong> 1:2:4 cement sand and16- 22.40 mm<br />

gauge GSB in footing etc.<br />

3.84 cum 4794.71<br />

same as above but for columns 1:1.5:3 3.89 cum 6552.77<br />

6.18 cum 5553.87<br />

9.55 cum 5374.07<br />

5<br />

Mild steel as reinforcement@1.15% <strong>of</strong> R<strong>CC</strong> work<br />

23.46 cum 21.00 Qtl 5593.82<br />

6 12 mm thk. Plaster 1:4 cement sand mortar 48.75 sqm 91.90<br />

7<br />

Fini<strong>sh</strong>ing walls /surfaces two coats with water<br />

pro<strong>of</strong> cement paint <strong>of</strong> approved make and quality 250.00 sqm 55.94<br />

8<br />

P/L P<strong>CC</strong> 1:3:6 cement sand and 40 mm gauge<br />

approved stone ballast 7.28 Cum 3396.25<br />

9<br />

providing and fixing sign board including paintin<br />

and writing etc 1 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work: construction <strong>of</strong> R<strong>CC</strong> <strong>sh</strong>ade at <strong>sh</strong>am<strong>sh</strong>an ghat <strong>of</strong> Swyawni Vill.<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1<br />

E/W in excavation in foundation in foundation in<br />

ordinary soil.<br />

7.84 cum 42.00<br />

2<br />

P/L P<strong>CC</strong> 1:4:8 cement sand and 22.40-53 mm<br />

gauge GSB in fdn. Etc. 2.35 cum<br />

3.14 cum 2996.70<br />

3<br />

P/L 1st class B/W in fdn. /plinth /super str.in1:4<br />

cement sand mortar<br />

5.90 3356.29<br />

4<br />

P/L R<strong>CC</strong> 1:2:4 cement sand and16- 22.40 mm<br />

gauge GSB in footing etc.<br />

3.84 cum 4794.71<br />

same as above but for columns 1:1.5:3 3.89 cum 6552.77<br />

6.18 cum 5553.87<br />

9.55 cum 5374.07<br />

5<br />

Mild steel as reinforcement@1.15% <strong>of</strong> R<strong>CC</strong> work<br />

23.46 cum 21.00 Qtl 5593.82<br />

6 12 mm thk. Plaster 1:4 cement sand mortar 48.75 sqm 91.90<br />

7<br />

Fini<strong>sh</strong>ing walls /surfaces two coats with water<br />

pro<strong>of</strong> cement paint <strong>of</strong> approved make and quality 250.00 sqm 55.94<br />

8<br />

P/L P<strong>CC</strong> 1:3:6 cement sand and 40 mm gauge<br />

approved stone ballast 7.28 Cum 3396.25<br />

9<br />

providing and fixing sign board including paintin<br />

and writing etc 1 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work : <strong>Construction</strong> <strong>of</strong> boundary wall on the land <strong>of</strong> zila panchayat at Uldan Bus stand<br />

S.N. Item <strong>of</strong> work Qty. Unit Rate Amount<br />

1 E/W in excavation in foundation in B.C.Soil<br />

62.40 Cum 43.95<br />

2<br />

P<strong>CC</strong> in 1:4:8 in foundation with cement sand and22.4-<br />

53 mm gauge stone ballast<br />

18.72 Cum 3076.60<br />

3 C R Stone masonaryin 1:6 cement sand mortar<br />

33.28 Cum 2197.57<br />

4<br />

1st classB/W in 1:4 cement sand mortar in super<br />

structure.<br />

54.44 Cum 3356.22<br />

5 12mm thk.plaster 1:4 cement sand mortar<br />

894.63 sqm 91.89<br />

7 white wa<strong>sh</strong>ing 3 coats 890.95 sqm 5.19<br />

8<br />

P/F <strong>of</strong> mild steel gate <strong>of</strong> approximate weight <strong>of</strong> 160 kg<br />

<strong>of</strong> size 2.00 m x2.00m 1.50 qtl 6792.50<br />

9<br />

painting <strong>of</strong> gate with approved quality and <strong>sh</strong>ade<br />

etc.two coats over one coat <strong>of</strong> primer 12.00 67.92<br />

10<br />

P/F <strong>of</strong> angle iron sign board including painting and<br />

writing etc. 1.00 No. 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work : Remaining work <strong>of</strong> <strong>Construction</strong> <strong>of</strong> Vivah ghar at Mouranipur ,(Electrification )<br />

S.N. Item <strong>of</strong> work Qty. Unit Rate Amount<br />

1<br />

Wring points for light 1.0mm 2 FR PVC pipe<br />

multi strand copper wire etc.<br />

a. Light points one way<br />

b. Light point two way<br />

c. Ceiling fan points<br />

d. Plug points<br />

74.00<br />

02.00<br />

14.00<br />

16.00<br />

Each<br />

Each<br />

Each<br />

Each<br />

432.00<br />

546.00<br />

495.00<br />

231.00<br />

2<br />

3<br />

S/F <strong>of</strong> power plug 15A/240V with flu<strong>sh</strong> type<br />

switch etc. 07 Each 232.00 1624.00<br />

S/F <strong>of</strong> following size sub main PVC pipe etc. 120 RM 102.00<br />

a. 2.5 mm 2 2 wire copper sub main 45 RM 178.00<br />

b. 6.0 mm 2 -------<br />

10 RM 480.00<br />

c. 10.0 mm 2 4 wire -----<br />

4 S/F <strong>of</strong> 32 A 450V TPN Cat B 1.00 Each 1626.00<br />

5 S/F <strong>of</strong> 32A 32 Pole C/O Switch 1.00 Each 1768.00<br />

6 S/F <strong>of</strong> 32A wall bracaket Cat A 18.00 Each 597.00<br />

S/F <strong>of</strong> HPF Ex- type feting with tube Cat A<br />

7 4A 25.00 Each 760.00<br />

8 S/F <strong>of</strong> bulk head fixing etc. 8.00 Each 7140.00<br />

9 S/F earthling for 440V 1.00 Each 4055.00<br />

10 S/F 2 Nos 8WC GI wire for earthling<br />

complete 20 RM 144.00<br />

11 S/F <strong>of</strong> 1X85 W CFL Street fiting with 85 CFL<br />

Complete 6.00 Each 2650.00<br />

12<br />

S/F fancy type round sieling feting with<br />

1X18W CFL comp. 6.00 Each 836.00<br />

13<br />

S/F <strong>of</strong> 12 ways PNDB with 10 Nos 6 A to 30 A<br />

SPMCB Etc. 3.00 Each 2930.00<br />

14<br />

S/F GI Shutter with making hole and fixing <strong>of</strong><br />

MS drum etc. 3.00 Each 1094.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work : Repair <strong>of</strong> road for Bhitora Uldan Link <strong>Road</strong> Km 1&2 (0.283-1.800)<br />

S.N. Item <strong>of</strong> work Qty. Unit Rate Amount<br />

1<br />

P/L 7.5 cm compacted layer <strong>of</strong> WBM grade-<br />

2 with 40-63 mm gauge GSB etc. 10 cm<br />

loose 8.07<br />

Cum 1663.50<br />

2<br />

P/L 7.5 cm compacted layer <strong>of</strong> WBM grade-<br />

2 with 24. 40-53 mm gauge GSB etc. 10 cm<br />

loose<br />

20.29 Cum 1714.20<br />

3<br />

1 St coat bitumen painting P1 with road roller<br />

etc. 4551.00 sqm 123.40<br />

4<br />

2 nd coat bitumen painting P2 with road roller<br />

etc. 4551.00 sqm 71.05<br />

5<br />

S/F <strong>of</strong> angle iron sign board including<br />

painting and writing etc. 1 NO. 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work : Repair/Renewal <strong>of</strong> road for Bhitora Uldan <strong>Road</strong> Km 2&3 (1.80-3.00)<br />

S.N. Item <strong>of</strong> work Qty. Unit Rate Amount<br />

1<br />

P/L 7.5 cm compacted layer <strong>of</strong> WBM<br />

grade-2 with 24. 40-53 mm gauge GSB<br />

etc. 10 cm loose<br />

27.15 Cum 1725.00<br />

2<br />

1 St coat bitumen painting P1 with road<br />

roller etc. 3600.00 sqm 123.50<br />

3<br />

2 nd coat bitumen painting P2 with road<br />

roller etc. 3600.00 sqm 71.10<br />

4<br />

E/W in embankments in BC soil including<br />

ramming. 360.00 cum 42.00<br />

5<br />

S/F <strong>of</strong> angle iron sign board including<br />

painting and writing etc. 1 NO. 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> <strong>Road</strong> in abadi portion <strong>from</strong> Ber ka khirak toHanuman Khirak<br />

road<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 0.00 sqm 0.00<br />

2<br />

E/W in excavation in fdn. In ordinary<br />

soil etc. 6.12 cum 42.00<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and<br />

22.40-53 mm gauge GSB in<br />

foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 4.59 cum 2913.13<br />

30.60 cum 2913.13<br />

4<br />

5<br />

1st class B/W in 1:4 cement F-sand<br />

mortar in fdn.and plinth including all<br />

supply <strong>of</strong> materials T&P etc. 14.07 cum 4489.94<br />

making subgrade in cutting or filling<br />

etc.<br />

cum<br />

6 S/L <strong>of</strong> moorum in blanket coat cum<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene<br />

<strong>sh</strong>eet including labour cost etc. 280.50 sqm 16.00<br />

8<br />

9<br />

10<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all<br />

supply <strong>of</strong> material T&P etc. 44.51 cum 4706.67<br />

12 mm thk. Plasterin 1:4 cement F-<br />

sand mortar 10.20 sqm 148.98<br />

making expansion joint in <strong>CC</strong> road<br />

slab at an interval <strong>of</strong> 2.5- 3.0 m<br />

each. 93.50 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board<br />

including painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road F/h plool singh yadav to H/o surendra mun<strong>sh</strong>i at chirgaon<br />

Dehat<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 0.00 sqm 0.00<br />

2<br />

E/W in excavation in fdn. In ordinary<br />

soil etc. 6.90 cum 42.00<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-<br />

53 mm gauge GSB in foundation/base<br />

coat including all supply <strong>of</strong> material<br />

T&P etc. 5.29 cum 2811.96<br />

34.50 cum 2811.96<br />

4<br />

5<br />

1st class B/W in 1:4 cement F-sand<br />

mortar in fdn.and plinth including all<br />

supply <strong>of</strong> materials T&P etc. 14.548 cum 4201.60<br />

making subgrade in cutting or filling<br />

etc. 34.50 cum 42.00<br />

6 S/L <strong>of</strong> moorum in blanket coat 34.50 cum 482.60<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene<br />

<strong>sh</strong>eet including labour cost etc. 345.00 sqm 16.00<br />

8<br />

9<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all<br />

supply <strong>of</strong> material T&P etc. 37.15 cum 4593.83<br />

12 mm thk. Plasterin 1:4 cement F-<br />

sand mortar 57.50 sqm 144.90<br />

10<br />

making expansion joint in <strong>CC</strong> road<br />

slab at an interval <strong>of</strong> 2.5- 3.0 m each. 108.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including<br />

painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o bhabar pahelvan to jalnigam road<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 0.00 sqm 0.00<br />

2<br />

E/W in excavation in fdn. In ordinary<br />

soil etc. 20.00 cum 42.00<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and<br />

22.40-53 mm gauge GSB in<br />

foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 15.00 cum 2935.03<br />

30.50 cum 2935.03<br />

4<br />

5<br />

1st class B/W in 1:4 cement F-sand<br />

mortar in fdn.and plinth including all<br />

supply <strong>of</strong> materials T&P etc. 41.40 cum 4499.10<br />

making subgrade in cutting or filling<br />

etc. 70.00 cum 42.00<br />

6 S/L <strong>of</strong> moorum in blanket coat cum<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene<br />

<strong>sh</strong>eet including labour cost etc. 305.00 sqm 16.00<br />

8<br />

9<br />

10<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all<br />

supply <strong>of</strong> material T&P etc. 33.95 cum 4746.29<br />

12 mm thk. Plasterin 1:4 cement F-<br />

sand mortar 166.00 sqm 150.94<br />

making expansion joint in <strong>CC</strong> road<br />

slab at an interval <strong>of</strong> 2.5- 3.0 m<br />

each. 102 00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board<br />

including painting and writing etc. 1.00 each 3000.00<br />

12 e/w in filling 55.00 cum 112.16


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o mahipal singh yadav to H/o mangal singh yadav at<br />

simrabari subha<strong>sh</strong>nagar<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 0.00 sqm 0.00<br />

2<br />

E/W in excavation in fdn. In ordinary<br />

soil etc. 14.42 cum 42.00<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-<br />

53 mm gauge GSB in foundation/base<br />

coat including all supply <strong>of</strong> material<br />

T&P etc. 10.81 cum 2853.16<br />

21.63 cum 2853.16<br />

4<br />

5<br />

1st class B/W in 1:4 cement F-sand<br />

mortar in fdn.and plinth including all<br />

supply <strong>of</strong> materials T&P etc. 28.43 cum 4326.59<br />

making subgrade in cutting or filling<br />

etc. 21.63 cum 42.00<br />

6 S/L <strong>of</strong> moorum in blanket coat cum<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet<br />

including labour cost etc. 216.30 sqm 16.00<br />

8<br />

9<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all<br />

supply <strong>of</strong> material T&P etc. 22.81 cum 4664.75<br />

12 mm thk. Plasterin 1:4 cement F-<br />

sand mortar 47.38 sqm 150.02<br />

10<br />

making expansion joint in <strong>CC</strong> road slab<br />

at an interval <strong>of</strong> 2.5- 3.0 m each. 69.99 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including<br />

painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o Badam singh to H/o Hukum singh singh at<br />

coat village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 0.00 sqm 0.00<br />

2<br />

E/W in excavation in fdn. In<br />

ordinary soil etc. 22.83 cum 42.00<br />

3<br />

4<br />

5<br />

P/L <strong>CC</strong> 1:6:12 cement sand and<br />

22.40-53 mm gauge GSB in<br />

foundation/base coat including<br />

all supply <strong>of</strong> material T&P etc. 17.12 cum 2984.29<br />

48.54 cum 2984.29<br />

1st class B/W in 1:4 cement F-<br />

sand mortar in fdn.and plinth<br />

including all supply <strong>of</strong> materials<br />

T&P etc. 40.53 cum 4422.50<br />

making subgrade in cutting or<br />

filling etc.<br />

cum<br />

6 S/L <strong>of</strong> moorum in blanket coat 48.54 cum 650.70<br />

7<br />

8<br />

9<br />

10<br />

11<br />

S/L <strong>of</strong> 125 micron thk. Polythene<br />

<strong>sh</strong>eet including labour cost etc. 485.40 sqm 16.00<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and<br />

16- 22.40mm gauge GSG<br />

including all supply <strong>of</strong> material<br />

T&P etc. 50.93 cum 4879.80<br />

12 mm thk. Plasterin 1:4 cement<br />

F- sand mortar sqm<br />

making expansion joint in <strong>CC</strong><br />

road slab at an interval <strong>of</strong> 2.5-<br />

3.0 m each. 155.90 Rm 5.00<br />

S/F <strong>of</strong> angle iron sign board<br />

including painting and writing<br />

etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o sitaram parihar to H/o malkhan singh ku<strong>sh</strong>waha<br />

at Palar village bada gaon<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 0.00 sqm 0.00<br />

2<br />

E/W in excavation in fdn. In ordinary<br />

soil etc. 4.20 cum 42.00<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-<br />

53 mm gauge GSB in foundation/base<br />

coat including all supply <strong>of</strong> material<br />

T&P etc. 3.15 cum 2959.84<br />

21.00 cum 2959.84<br />

4<br />

5<br />

1st class B/W in 1:4 cement F-sand<br />

mortar in fdn.and plinth including all<br />

supply <strong>of</strong> materials T&P etc. 9.66 cum 4344.05<br />

making subgrade in cutting or filling<br />

etc. 24.50 cum 42.00<br />

6 S/L <strong>of</strong> moorum in blanket coat 21.00 cum 619.10<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene<br />

<strong>sh</strong>eet including labour cost etc. 175.00 sqm 16.00<br />

8<br />

9<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all<br />

supply <strong>of</strong> material T&P etc. 20.85 cum 4743.18<br />

12 mm thk. Plasterin 1:4 cement F-<br />

sand mortar 14.00 sqm 148.31<br />

10<br />

making expansion joint in <strong>CC</strong> road<br />

slab at an interval <strong>of</strong> 2.5- 3.0 m each. 58.33 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including<br />

painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> rqjapur road towards H/o lakhan ku<strong>sh</strong>waha at raksa<br />

village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 495.00 sqm 19.97<br />

2<br />

E/W in excavation in fdn. In ordinary<br />

soil etc. 30.80 cum 42.00<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-<br />

53 mm gauge GSB in foundation/base<br />

coat including all supply <strong>of</strong> material<br />

T&P etc. 23.10 cum 2997.21<br />

57.20 cum 2997.21<br />

4<br />

5<br />

1st class B/W in 1:4 cement F-sand<br />

mortar in fdn.and plinth including all<br />

supply <strong>of</strong> materials T&P etc. 60.72 cum 4449.85<br />

making subgrade in cutting or filling<br />

etc. 88.00 cum 42.00<br />

6 S/L <strong>of</strong> moorum in blanket coat cum<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet<br />

including labour cost etc. 572.00 sqm 16.00<br />

8<br />

9<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all<br />

supply <strong>of</strong> material T&P etc. 59.73 cum 4794.81<br />

12 mm thk. Plasterin 1:4 cement F-<br />

sand mortar 365.20 sqm 149.99<br />

10<br />

making expansion joint in <strong>CC</strong> road slab<br />

at an interval <strong>of</strong> 2.5- 3.0 m each. 190.66 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including<br />

painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> khailar main road to H/o ka<strong>sh</strong>iram ahirwar moh. Isai<br />

chauki village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone sqm<br />

2<br />

E/W in excavation in fdn. In ordinary<br />

soil etc. 22.68 cum 42.00<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and<br />

22.40-53 mm gauge GSB in<br />

foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 17.01 cum 2856.75<br />

cum<br />

4<br />

5<br />

1st class B/W in 1:4 cement F-sand<br />

mortar in fdn.and plinth including<br />

all supply <strong>of</strong> materials T&P etc. 44.71 cum 4445.85<br />

making subgrade in cutting or filling<br />

etc.<br />

cum<br />

6 S/L <strong>of</strong> moorum in blanket coat cum<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene<br />

<strong>sh</strong>eet including labour cost etc.<br />

sqm<br />

8<br />

9<br />

10<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all<br />

supply <strong>of</strong> material T&P etc. 62.04 cum 4667.27<br />

12 mm thk. Plasterin 1:4 cement F-<br />

sand mortar 268.92 sqm 150.14<br />

making expansion joint in <strong>CC</strong> road<br />

slab at an interval <strong>of</strong> 2.5- 3.0 m<br />

each. 194.40 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board<br />

including painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o dharendra yadav to H/o narendra yadav at<br />

khailar village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone sqm<br />

2<br />

E/W in excavation in fdn. In ordinary<br />

soil etc.<br />

cum<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and<br />

22.40-53 mm gauge GSB in<br />

foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc.<br />

cum<br />

cum<br />

4<br />

5<br />

1st class B/W in 1:4 cement F-sand<br />

mortar in fdn.and plinth including<br />

all supply <strong>of</strong> materials T&P etc. 9.20 cum 4445.85<br />

making subgrade in cutting or filling<br />

etc.<br />

cum<br />

6 S/L <strong>of</strong> moorum in blanket coat cum<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene<br />

<strong>sh</strong>eet including labour cost etc. 468.75 sqm 16.00<br />

8<br />

9<br />

10<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all<br />

supply <strong>of</strong> material T&P etc. 50.01 cum 4667.27<br />

12 mm thk. Plasterin 1:4 cement F-<br />

sand mortar 100.00 sqm 150.14<br />

making expansion joint in <strong>CC</strong> road<br />

slab at an interval <strong>of</strong> 2.5- 3.0 m<br />

each. 160.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board<br />

including painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o pankaj to H/o abdul ,hat pad at pipra village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone sqm<br />

2<br />

E/W in excavation in fdn. In ordinary soil<br />

etc. 20.00 cum 42.00<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-53<br />

mm gauge GSB in foundation/base coat<br />

including all supply <strong>of</strong> material T&P etc. 14.55 cum 2893.90<br />

30.00 cum 2893.90<br />

4<br />

1st class B/W in 1:4 cement F-sand<br />

mortar in fdn.and plinth including all<br />

supply <strong>of</strong> materials T&P etc. 40.02 cum 4238.79<br />

5 making subgrade in cutting or filling etc. cum<br />

6 S/L <strong>of</strong> moorum in blanket coat 30.00 cum 376.40<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet<br />

including labour cost etc. 300.00 sqm 16.00<br />

8<br />

9<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all supply<br />

<strong>of</strong> material T&P etc. 33.22 cum 4701.00<br />

12 mm thk. Plasterin 1:4 cement F- sand<br />

mortar 166.00 sqm 145.79<br />

10<br />

making expansion joint in <strong>CC</strong> road slab at<br />

an interval <strong>of</strong> 2.5- 3.0 m each. 99.99 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including<br />

painting and writing etc. 1.00 each 3000.00<br />

12 E/W in filling 43.20 cum 112.16


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/omunna savita towards the temple <strong>of</strong> <strong>sh</strong>ankarji<br />

at chirgaon<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone sqm<br />

2<br />

E/W in excavation in fdn. In<br />

ordinary soil etc.<br />

cum<br />

3<br />

4<br />

5<br />

P/L <strong>CC</strong> 1:6:12 cement sand and<br />

22.40-53 mm gauge GSB in<br />

foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 7.50 cum 2811.96<br />

cum<br />

1st class B/W in 1:4 cement F-<br />

sand mortar in fdn.and plinth<br />

including all supply <strong>of</strong> materials<br />

T&P etc. 7.73 cum 4201.60<br />

making subgrade in cutting or<br />

filling etc. 0.30 cum 42.00<br />

6 S/L <strong>of</strong> moorum in blanket coat 28.80 cum 482.60<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene<br />

<strong>sh</strong>eet including labour cost etc. 75.00 sqm 16.00<br />

8<br />

9<br />

10<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and<br />

16- 22.40mm gauge GSG including<br />

all supply <strong>of</strong> material T&P etc. 8.33 cum 4593.83<br />

12 mm thk. Plasterin 1:4 cement<br />

F- sand mortar 18.00 sqm 144.90<br />

making expansion joint in <strong>CC</strong> road<br />

slab at an interval <strong>of</strong> 2.5- 3.0 m<br />

each. 150.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board<br />

including painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> khairapat mandir towards H/O lakhu ahirwar sat<br />

gram panchayat varoda moth<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone sqm<br />

2<br />

E/W in excavation in fdn. In<br />

ordinary soil etc. 2.40 cum 42.00<br />

3<br />

4<br />

5<br />

P/L <strong>CC</strong> 1:6:12 cement sand and<br />

22.40-53 mm gauge GSB in<br />

foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 1.80 cum 374.17<br />

10.00 cum 374.17<br />

1st class B/W in 1:4 cement F-<br />

sand mortar in fdn.and plinth<br />

including all supply <strong>of</strong> materials<br />

T&P etc. 4.60 cum 449.25<br />

making subgrade in cutting or<br />

filling etc.<br />

cum<br />

6 S/L <strong>of</strong> moorum in blanket coat 10.00 cum 672.30<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene<br />

<strong>sh</strong>eet including labour cost etc. 100.00 sqm 16.00<br />

8<br />

9<br />

10<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and<br />

16- 22.40mm gauge GSG including<br />

all supply <strong>of</strong> material T&P etc. 10.92 cum 4667.79<br />

12 mm thk. Plasterin 1:4 cement<br />

F- sand mortar 8.00 sqm 145.91<br />

making expansion joint in <strong>CC</strong> road<br />

slab at an interval <strong>of</strong> 2.5- 3.0 m<br />

each. 20.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board<br />

including painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o balwan ku<strong>sh</strong>waho toH/o dhakurdas ahirwar<br />

to H/o Jagdi<strong>sh</strong> verma at ara village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone sqm<br />

2<br />

E/W in excavation in fdn. In<br />

ordinary soil etc.<br />

cum<br />

3<br />

4<br />

5<br />

P/L <strong>CC</strong> 1:6:12 cement sand and<br />

22.40-53 mm gauge GSB in<br />

foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 53.73 cum 3312.70<br />

cum<br />

1st class B/W in 1:4 cement F-<br />

sand mortar in fdn.and plinth<br />

including all supply <strong>of</strong> materials<br />

T&P etc. 19.47 cum 4253.64<br />

making subgrade in cutting or<br />

filling etc.<br />

cum<br />

6 S/L <strong>of</strong> moorum in blanket coat cum<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene<br />

<strong>sh</strong>eet including labour cost etc. 908.58 sqm 16.00<br />

8<br />

9<br />

10<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and<br />

16- 22.40mm gauge GSG including<br />

all supply <strong>of</strong> material T&P etc. 91.71 cum 4953.74<br />

12 mm thk. Plasterin 1:4 cement<br />

F- sand mortar 123.88 sqm 148.07<br />

making expansion joint in <strong>CC</strong> road<br />

slab at an interval <strong>of</strong> 2.5- 3.0 m<br />

each. 186.62 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board<br />

including painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> road <strong>from</strong> H/o Raghuvir Rajpoot to H/o Ramsanehi barar to old cc<br />

road at chitguan village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone sqm<br />

2<br />

E/W in excavation in fdn. In ordinary<br />

soil etc. 17.40 cum 42.00<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-<br />

53 mm gauge GSB in foundation/base<br />

coat including all supply <strong>of</strong> material<br />

T&P etc. 9.45 cum 3066.30<br />

58.20 cum 3066.30<br />

4<br />

5<br />

1st class B/W in 1:4 cement F-sand<br />

mortar in fdn.and plinth including all<br />

supply <strong>of</strong> materials T&P etc. 37.26 cum 4085.95<br />

making subgrade in cutting or filling<br />

etc. 45.00 cum 42.00<br />

6 S/L <strong>of</strong> moorum in blanket coat 58.20 cum 705.03<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene <strong>sh</strong>eet<br />

including labour cost etc. 582.00 sqm 16.00<br />

8<br />

9<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all<br />

supply <strong>of</strong> material T&P etc. 59.58 cum 4836.00<br />

12 mm thk. Plasterin 1:4 cement F-<br />

sand mortar 99.60 sqm 145.05<br />

10<br />

making expansion joint in <strong>CC</strong> road slab<br />

at an interval <strong>of</strong> 2.5- 3.0 m each. 194.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board including<br />

painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> <strong>Road</strong> <strong>from</strong> main road toH/o <strong>sh</strong>. Deep Chand yadav at barai<br />

village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 0.00 sqm 0.00<br />

2<br />

E/W in excavation in fdn. In ordinary<br />

soil etc. 5.60 cum 42.00<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and<br />

22.40-53 mm gauge GSB in<br />

foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 4.20 cum 3049.55<br />

27.75 cum 3049.55<br />

4<br />

5<br />

1st class B/W in 1:4 cement F-sand<br />

mortar in fdn.and plinth including all<br />

supply <strong>of</strong> materials T&P etc. 15.87 cum 4417.95<br />

making subgrade in cutting or filling<br />

etc. 12.00 cum 42.00<br />

6 S/L <strong>of</strong> moorum in blanket coat 12.00 cum 740.20<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene<br />

<strong>sh</strong>eet including labour cost etc. 330.00 sqm 16.00<br />

8<br />

9<br />

10<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all<br />

supply <strong>of</strong> material T&P etc. 34.09 cum 4842.77<br />

12 mm thk. Plasterin 1:4 cement F-<br />

sand mortar 66.40 sqm 149.19<br />

making expansion joint in <strong>CC</strong> road<br />

slab at an interval <strong>of</strong> 2.5- 3.0 m<br />

each. 110.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board<br />

including painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>CC</strong> <strong>Road</strong> <strong>from</strong> H/o babu Baretha to H/o <strong>sh</strong>. Nathu Ram yadav at<br />

Berisalpura<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 0.00 sqm 0.00<br />

2<br />

E/W in excavation in fdn. In<br />

ordinary soil etc. 7.00 cum 42.00<br />

3<br />

4<br />

5<br />

P/L <strong>CC</strong> 1:6:12 cement sand and<br />

22.40-53 mm gauge GSB in<br />

foundation/base coat including all<br />

supply <strong>of</strong> material T&P etc. 5.25 cum 3057.80<br />

12.00 cum 3057.80<br />

1st class B/W in 1:4 cement F-<br />

sand mortar in fdn.and plinth<br />

including all supply <strong>of</strong> materials<br />

T&P etc. 13.80 cum 4408.17<br />

making subgrade in cutting or<br />

filling etc.<br />

cum<br />

6 S/L <strong>of</strong> moorum in blanket coat 12.00 cum 727.10<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene<br />

<strong>sh</strong>eet including labour cost etc. 120.00 sqm 16.00<br />

8<br />

9<br />

10<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and<br />

16- 22.40mm gauge GSG including<br />

all supply <strong>of</strong> material T&P etc. 13.15 cum 4851.42<br />

12 mm thk. Plasterin 1:4 cement F-<br />

sand mortar 41.50 sqm 149.05<br />

making expansion joint in <strong>CC</strong> road<br />

slab at an interval <strong>of</strong> 2.5- 3.0 m<br />

each. 36.00 Rm 5.00<br />

11<br />

S/F <strong>of</strong> angle iron sign board<br />

including painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> <strong>Jhansi</strong> Mou <strong>Road</strong> to Atcchru Nigona Khera link road panting<br />

label work<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 E/w on cutting <strong>of</strong> filling etc. 61.38 sqm 58.00<br />

2<br />

P/L 9.24 cm compacted layer <strong>of</strong><br />

<strong>of</strong> WBM 45 – 90 mm etc. 56.71 1478.60<br />

3<br />

P/L 7.50 Cm Comp. layer <strong>of</strong> WBM<br />

G-2 45-63 GSB Etc. 41.85.00 cum 1523.00<br />

4<br />

5<br />

P/L 7.5 Cm comp. layer <strong>of</strong> WBM<br />

22.4-53 GSB 10 Cm loose 41.85 cum 1554.00<br />

Panting work<br />

1. P/L prime coat WBM<br />

558.00 sqm 38.00<br />

surface @ .85Kg / Sqm<br />

558.00 Sqm 21.00<br />

2. P/L Tack coad rpime<br />

558.00 Sqm 128.00<br />

surface @ 0.25 kg / Sqm 558.00 Sqm 45.60.00<br />

3. P/L PC 20.00 mm thik<br />

4. P/L seal coat type A etc.<br />

6 E/W in embank ment etc. 139.00 Cum 58.00


46<br />

<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> work <strong>of</strong> soiling coat /repier and inter coat <strong>of</strong> link road <strong>from</strong> ber<br />

ka khiran to Hanuman khirak (L= 0.845KM)<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

E/W in cutting in filling , making<br />

1 sub grate etc. 443.43 cum 42.00<br />

2<br />

P/L <strong>of</strong> 0.924 em comp. layer <strong>of</strong><br />

WBM G-1 with 45-90GSB 96.05 cum 1429.60<br />

3<br />

P/L morum in blanket coat 0.15<br />

cm compt. Layer 155.92 cum 1040.10<br />

4<br />

5<br />

6<br />

P/L 7.5 cm compt. Layer <strong>of</strong> WBM<br />

G-2 with 45-63 mm GSB etc 190.12 cum 1483.50<br />

E/W <strong>of</strong> filing wideling <strong>of</strong><br />

road 2618.77 cum 42.00<br />

S/F iron Angle board including<br />

printing letter writing fixing at<br />

site 1 Nos. 3000


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> work <strong>of</strong> Earth/mourum/soiling coat <strong>from</strong> vill. Tern to Mata mandir<br />

at Dabra village<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

E/W in cutting or filling , making<br />

1 sub grate etc. 1618.50 cum 42.00<br />

2<br />

P/L <strong>of</strong> 0.924 em comp. layer <strong>of</strong><br />

WBM G-1 with 45-90GSB 253.08 cum 1306.58<br />

3<br />

P/L morum in blanket coat 0.23<br />

cm loose Layer (0.15cm) 410.85 cum 845.00<br />

4 E/W <strong>of</strong> filing road edg. 690.56 cum 42.00<br />

5<br />

S/F iron Angle board including<br />

printing letter writing fixing at site 1 Nos. 3000


<strong>BOQ</strong><br />

BARBED WIRE FENCING WORK AT SHAHJAHAPUR AT ZILAPANCHAYAT AGRICULTURE LAND<br />

S.NO. Item <strong>of</strong> work qty. unit rate amount<br />

1<br />

S/F <strong>of</strong> precast R<strong>CC</strong> pillar 1:2:4<br />

cement ,sand and 20mm gauge<br />

granite stone ballast including<br />

excavation <strong>of</strong> pit ,grouting <strong>of</strong> R<strong>CC</strong><br />

pillarin 1:6:12 Pcc with cement<br />

,sand and 22.4-53 mm gauge<br />

granite stone ballast curing T&P<br />

etc. required for complition <strong>of</strong><br />

work 16 1268.40<br />

2<br />

S/F <strong>of</strong> angle iron 40x40x6 mm,<br />

including excavation <strong>of</strong> pit<br />

,grouting <strong>of</strong>angle iron polesp in<br />

1:6:12 Pcc with cement ,sand and<br />

22.4-53 mm gauge granite stone<br />

ballast curing T&P etc. required<br />

for complition <strong>of</strong> work<br />

760.00 NOS. 558.88<br />

3<br />

4<br />

Providin barbed iron wire fencing<br />

including fixing it to pos after<br />

strenghening it including labour<br />

and T&P etc.required for proper<br />

complition <strong>of</strong> work but excluding<br />

supply <strong>of</strong> posts and wire. 10881.00 Rm 1.00<br />

Supply <strong>of</strong> 14x14 A-6 barbed GI<br />

wire@7Rm/Kg 1514.42 Kg 63.00<br />

Total


<strong>BOQ</strong><br />

BARBED WIRE FENCING WORK AT DAK BANGLA BEDORA VILLAGE AT ZILAPANCHAYAT AGRICULTURE<br />

LAND<br />

S.NO. Item <strong>of</strong> work qty. unit rate amount<br />

1<br />

S/F <strong>of</strong> precast R<strong>CC</strong> pillar 1:2:4<br />

cement ,sand and 20mm gauge<br />

granite stone ballast including<br />

excavation <strong>of</strong> pit ,grouting <strong>of</strong><br />

R<strong>CC</strong> pillarin 1:6:12 Pcc with<br />

cement ,sand and 22.4-53 mm<br />

gauge granite stone ballast<br />

curing T&P etc. required for<br />

complition <strong>of</strong> work 6 Nos 1268.40<br />

2<br />

S/F <strong>of</strong> angle iron 40x40x6 mm,<br />

including excavation <strong>of</strong> pit<br />

,grouting <strong>of</strong>angle iron polesp in<br />

1:6:12 Pcc with cement ,sand<br />

and 22.4-53 mm gauge granite<br />

stone ballast curing T&P etc.<br />

required for complition <strong>of</strong> work<br />

197.00 NOS. 558.88<br />

3<br />

4<br />

Providin barbed iron wire<br />

fencing including fixing it to pos<br />

after strenghening it including<br />

labour and T&P etc.required for<br />

proper complition <strong>of</strong> work but<br />

excluding supply <strong>of</strong> posts and<br />

wire. 3152.68.00 Rm 1.00<br />

Supply <strong>of</strong> 14x14 A-6 barbed GI<br />

wire@7Rm/Kg 448.00 Kg 63.00<br />

Total


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work : <strong>Construction</strong> <strong>of</strong> 14 <strong>sh</strong>ops at Baruasagar Zila Panchayat pond bhawan land.<br />

SN Item <strong>of</strong> work NO. Qty. Unit Rate Amount<br />

1 E/W in excavation in foundation in B.C.Soil<br />

2 P<strong>CC</strong> in 1:4:8 in foundation with cement sand<br />

and22.4-53 mm gauge stone ballast<br />

174.02 Cum 43.95<br />

3 C R Stone masonaryin 1:6 cement sand mortar<br />

85.22 Cum 3076.60<br />

114.73 Cum 2197.57<br />

4 R<strong>CC</strong> in 1:2:4 in plinth beam 5.90 Cum 5054.42<br />

5 1st classB/W in 1:4cement sand mortar in super<br />

structure.<br />

69.81 Cum 3204.46<br />

6 R<strong>CC</strong> work in 1:2:4 in lintel beam and slab<br />

7 Mild steel as reinforcement<br />

Total qty. <strong>of</strong> R<strong>CC</strong> work in plinth beam,lintel<br />

beam and slab (28.89+4.72=33.61)@1.34%<br />

38.74 Cum 5773.62<br />

52.56 Qntl. 6113.25<br />

8 S/F <strong>of</strong> MS fan hooks 16.00 Nos. 61.00<br />

9 S/F <strong>of</strong> rolling <strong>sh</strong>utters <strong>of</strong> approved make made<br />

<strong>of</strong> 80x1.25mmcold rolled MS: Lath interlocked<br />

throughout their entire length and joined<br />

together,having inside and outside locking<br />

arrangement complete but excluding the cost<br />

<strong>of</strong> top cover and spring.<br />

124.20 sqm 1837.97<br />

10 P/F <strong>of</strong> 27.5mm long wire spring grade 2 for<br />

rolling <strong>sh</strong>utters<br />

11 Providing and fixing top cover for rolling<br />

<strong>sh</strong>utters<br />

36.00 Nos. 1318.54<br />

41.40 Rm 679.25<br />

12 Providing and fixing ball bearing for rolling<br />

<strong>sh</strong>utters<br />

13 12 mm thk. Plaster in 1:4 cement and sand<br />

36 Nos. 839.07<br />

1385.16 sqm 91.89


14 E/W in filling in plinth including leveling<br />

dressing ,ramming etc. complete . Shops<br />

verandah 149.08 cum 43.95<br />

15 2.5 cm thk. Cc in 1:2:4 in flooring on8 cm thk<br />

base concrete in 1:4:8<br />

16 as in item no 15 but without base concrete<br />

175.15 sqm 407.55<br />

17 s/f <strong>of</strong> 3.15 mm thk.& 22.5 mm deep glass strip<br />

22.25 sqm 159.82<br />

18 White wa<strong>sh</strong>ing 3 coats inside<br />

19 fini<strong>sh</strong>ing exterior walls,chhaja and columns witt<br />

cement paint<br />

20 Raised pointing 1:2 cement sand mortar below<br />

plinth<br />

21 two coats <strong>of</strong> painting <strong>of</strong> rolling<br />

<strong>sh</strong>utters(10x2.25)<br />

204.18 11.98<br />

939.03 sqm 5.19<br />

208.83 sqm 79.91<br />

41.37 sqm 91.89<br />

202.50 sqm 75.91<br />

21 S/F <strong>of</strong> sign board 1 Nos. 3000<br />

22 Dismanting <strong>of</strong> old damaged brick work in mud 49.27 Cum 67.92<br />

mortar<br />

23 Dismanting <strong>of</strong> old damaged R<strong>CC</strong> work 5.56 Cum 279.79<br />

24 Clearing in site for excavation <strong>of</strong> fdn. 292.11 Sqm 10.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> :-<strong>Construction</strong> <strong>of</strong> Nala & <strong>CC</strong> <strong>Road</strong> behind Rame<strong>sh</strong>war Das Inter college at Amara<br />

Vill.<br />

SN Item <strong>of</strong> work No. Qty unit Rate Amount<br />

1 Dismantling <strong>of</strong> old flag stone 0.00 sqm 0.00<br />

2<br />

E/W in excavation in fdn. In ordinary<br />

soil etc. 6.60 cum 42.00<br />

3<br />

P/L <strong>CC</strong> 1:6:12 cement sand and 22.40-<br />

53 mm gauge GSB in foundation/base<br />

coat including all supply <strong>of</strong> material<br />

T&P etc. 4.99 cum 2995.90<br />

33.30 cum 2995.90<br />

4<br />

1st class B/W in 1:4 cement F-sand<br />

mortar in fdn.and plinth including all<br />

supply <strong>of</strong> materials T&P etc. 15.31 cum 4180.17<br />

5<br />

making subgrade in cutting or filling<br />

etc. 38.85 cum 42.00<br />

6 S/L <strong>of</strong> moorum in blanket coat 33.30 cum 563.30<br />

7<br />

S/L <strong>of</strong> 125 micron thk. Polythene<br />

<strong>sh</strong>eet including labour cost etc. 333 sqm 16.00<br />

8<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all<br />

supply <strong>of</strong> material T&P etc. 34.58 cum 4775.10<br />

9<br />

12 mm thk. Plasterin 1:4 cement F-<br />

sand mortar 22.20 sqm 146.96<br />

10<br />

making expansion joint in <strong>CC</strong> road<br />

slab at an interval <strong>of</strong> 2.5- 3.0 m each. 66.60 Rm 5.00<br />

<strong>Construction</strong> <strong>of</strong> Nala<br />

11 E/W ex in fd 150.40 cum 42.00<br />

12<br />

P/L <strong>CC</strong> 1:4:8 cement f- sand and 22.4-<br />

53mm gauge GSG including all supply<br />

<strong>of</strong> material T&P etc. 23.40 cum 3076.40<br />

13<br />

CR stone masonary 1:4 cement sand<br />

morter etc. 93.60 cum 2197.57<br />

14<br />

P/L <strong>CC</strong> 1:2:4 cement c- sand and 16-<br />

22.40mm gauge GSG including all<br />

supply <strong>of</strong> material T&P etc. 6.66 cum 9794.71<br />

15 R<strong>CC</strong> Slab 15.84 cum 5553.87<br />

16 Mild Steel 12.43 qtl 6193.00<br />

17 Raised pointing 1:2 cement sand 144.00 sqm 91.89<br />

18<br />

S/F <strong>of</strong> angle iron sign board including<br />

painting and writing etc. 1.00 each 3000.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work - Necessary repairing in type 4-quarter in zp compound<br />

SN Item <strong>of</strong> work Qty unit Rate<br />

1 Scraping <strong>of</strong> old surface 960.00 sqm 2.39<br />

2 P/A OBD <strong>of</strong> approved make & <strong>sh</strong>ade etc. 460.79 sqm 47.94<br />

3 P/A DOBD <strong>of</strong> approved make & <strong>sh</strong>ade on ext. surface etc. 441.77 sqm 25.17<br />

4 Dismantling <strong>of</strong> R<strong>CC</strong> work etc. 0.62 cum 279.69<br />

5 S/f <strong>of</strong> flagstone etc. 0.72 cum 776.00<br />

6 Edging <strong>of</strong> door & window etc. 24 No. 50.00<br />

7 12 mm thk. Plaster 1:4 cement sand mortar 10 sqm 91.89<br />

8 S/f <strong>of</strong> window panel glass etc. 2.17 sqm 519.42<br />

9 painting <strong>of</strong> door & window two coats etc. 132.39 sqm 63.92<br />

10 S/f <strong>of</strong> galvanized mosquito iron wire jaly etc. 19.73 sqm 679.25<br />

11 S/f <strong>of</strong> ceiling fan etc. 2 No. 2000.00<br />

12 s/f <strong>of</strong> ex<strong>sh</strong>ast fan etc. 1 no 1000.00<br />

13 Approx. cost <strong>of</strong> oxidised iron fittings 1 job job 800.00<br />

14 S/F <strong>of</strong> vitrified tiles in flooring etc. 22.09 sqm 1249.00<br />

15 s/f <strong>of</strong> 6mm thk china glazed tiles 63.63 sqm 1198.70<br />

16 P/F <strong>of</strong> sink including all fittings etc. 1.0 no 2300.00<br />

17 P/F <strong>of</strong> wa<strong>sh</strong> basin including all fittings etc. 2.00 no 2100.00<br />

18 P/F <strong>of</strong> PVC pipe 15 mm ID 13.50 rm 60.00<br />

GI pipe 15 mm dia 25.50 rm 142.80<br />

GI pipe 25 mm dia 2.00 rm 212.00<br />

19 S/F <strong>of</strong> brass bib cock / angle valve 16.00 rm 173.60<br />

20 Wiring for electrification<br />

Light point 13.00 each 432.00<br />

Ceiling fan point 3.00 each 495.00<br />

Plug point 4.00 each 231.00<br />

Power plug point 3.00 each 232.00<br />

21 Sintex water tank 2 nos 500 ltr each 1000.00 Ltr. 11.20<br />

22 P/F water tank <strong>of</strong> capacity <strong>of</strong> 2000 L <strong>of</strong> sintax make heavy 1000.00 Ltr. 11.20<br />

duty.with lid and locking arrangement<br />

23 P/F first quality white glazed orissa pattern WC pan with 1 Nos 4676.00<br />

all required fittings including pvc cistern <strong>of</strong> capacity 10<br />

ltrs.etc hindustan or cera or equivalent make complete<br />

item.<br />

P/F first quality white glazed European pattern WC pan 1 Nos. 5219.00<br />

with all required fittings including pvc cistern <strong>of</strong> capacity<br />

10 ltrs.etc hindustan or cera or equivalent make complete<br />

item.<br />

24 P/F MCB box 1 Nos. 1953.33<br />

25 P/F <strong>of</strong> aluminium curtain rod 20 mm dia etc. 27.40 rm 50.00<br />

P/F brackets for curtain rod etc. 32.00 Nos. 55.00


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work - Necessary repair work & W/C wa<strong>sh</strong>ing <strong>of</strong> zila panchayat <strong>of</strong>fice & JE residence<br />

SN Item <strong>of</strong> work Qty unit Rate<br />

1 E/W in excavation in fdn. etc. 1.22 cum 42.00<br />

2 P/A OBD <strong>of</strong> approved make & <strong>sh</strong>ade etc. 1003.87 sqm 55.90<br />

3 <strong>CC</strong> in 1:4:8 in fdn. 22.5-53 GSB 0.31 cum 2996.70<br />

4 CR stone masonary 1:6 cement sand in F &P 0.82 cum 2197.60<br />

5 2.5cm thk. DPC in 1:1.5:3 with waterpro<strong>of</strong> compound 1.36 sqm 195.80<br />

6 First class b/w in 1:4 cement sand mortar 5.24 cum 3520.00<br />

7 12 mm thk. Plaster 1:4 cement sand mortar 91.00 sqm 91.90<br />

8 R<strong>CC</strong> 1:2:4 in slab 0.91 cum 5370.10<br />

9 Mild steel reinforcement 0.15 qtl 5593.80<br />

10 s/f <strong>of</strong> 6mm thk china glazed tiles 1:3 cement sand 11.73 sqm 1198.70<br />

11 30mm thk. Kota stone flooring on Base concrete etc. 13.04 sqm 1798.00<br />

12 S/f <strong>of</strong> angle iron chaukhat etc. 0.80 qtl 6392.90<br />

13 s/f <strong>of</strong> 15mm dia GI pipe 20 rm 142.80<br />

14 S/F <strong>of</strong> brass bib cock 2 no. 229.60<br />

15 S/F <strong>of</strong> <strong>sh</strong>ower 1 no. 400.00<br />

16 S/F <strong>of</strong> galvanized mosquito net 10.80 sqm 799.10<br />

17 Whitewa<strong>sh</strong>ing to two coats 378.29 sqm 3.60<br />

18 Painting to coats 258.07 sqm 63.90<br />

19 S/f <strong>of</strong> 4mm thk. Glass panel etc. 1.50 Sqm 659.30<br />

20 Fini<strong>sh</strong>ing wall with cement paint two coats 1077.56 sqm 63.90<br />

21 Repairing electrical wiring with replacing switch board 1 job 5000<br />

etc.<br />

22 S/f <strong>of</strong> ceiling fan 3 No. 2000<br />

23 Repairing door & window including all fitting 6 No. 800<br />

24 Sprit poli<strong>sh</strong> two coats 1 Job 10000


<strong>BOQ</strong><br />

<strong>Name</strong> <strong>of</strong> work : repair <strong>of</strong> zp building at Sanaura Baruasagar<br />

SN Item <strong>of</strong> work NO. Qty. Unit Rate Amount<br />

1 E/W in excavation in foundation in B.C.Soil<br />

2 P<strong>CC</strong> in 1:4:8 in foundation with cement sand<br />

and22.4-53 mm gauge stone ballast<br />

3 C R Stone masonaryin 1:6 cement sand mortar<br />

18.17 Cum 42.00<br />

3.90 Cum 2996.20<br />

2.79 Cum 2197.60<br />

4 2.5cm Phk dpc 1:1.5:3 4.65 Sqm 195.80<br />

5 1st classB/W in 1:4cement sand mortar 4.86 Cum 3356.30<br />

6 1st classB/W in 1:6cement sand mortar in<br />

super structure.<br />

17.21 Cum 32706.50<br />

7 R<strong>CC</strong> in 1:2:4 with cement sand and16-22.4mm 0.23 Cum 4656.90<br />

gauge stone ballast<br />

8 R<strong>CC</strong> in 1:2:4 in lintels with cement sand<br />

0.18 Cum 4894.60<br />

and16-22.4mm gauge stone ballast<br />

9 R<strong>CC</strong> in 1:2:4 in septic tank cover with cement 0.56 Cum 4894.60<br />

sand and16-22.4mm gauge stone ballast<br />

10 Mild steel as reinforcement 0.58 Qtl 5593.80<br />

11 S/F <strong>of</strong> angle iron Chaukhat 5.82 Qtl 6392.90<br />

12 S/F <strong>of</strong> angle iron frame 6.08 Qtl 6392.90<br />

13 S/F <strong>of</strong> GI <strong>sh</strong>utters 123.30 Sqm 899.00<br />

14 12 mm thk. Plaster in 1:4 cement and sand 530.45 Sqm 91.90<br />

15 P/f <strong>of</strong> 6mm thk. China tiles 47.76 sqm 1198.70<br />

16 S/F <strong>of</strong> orrisa type WC with all necessary<br />

4.00 Nos. 4676.00<br />

fittings.<br />

17 S/F <strong>of</strong> hand wa<strong>sh</strong> basin 2.00 Nos. 2100.00<br />

18 S/F <strong>of</strong> 100 mm dia. SW pipe 10.00 Rm.. 120.00<br />

19 Providing and fixing <strong>of</strong> 4cm <strong>sh</strong>ee<strong>sh</strong>am wood<br />

pannel <strong>sh</strong>utters<br />

171.00 sqm 3036.60<br />

20 Approx. cost <strong>of</strong> iron fittings 1.71 sqm 279.70<br />

21 Painting 2 coats over previous painted surface 138.32 sqm 63.90<br />

22 White wa<strong>sh</strong> 2 coats 2000.00 sqm 3.60


23 S/F <strong>of</strong> low density polythene water tank 2 nos 1000.00 ltr 11.20<br />

each 500 lrt.<br />

24 P/F 25 mm dia. GI pipe 30.00 rm 212.80<br />

25 P/F 15 mm dia. GI pipe 50.00 rm 142.80<br />

26 P/F 1 HP jet pump with approved make<br />

withfittings<br />

1 .00 no 20000.00<br />

27 S/F <strong>of</strong> 15 mm dia brass bib cock 12 nos 173.60<br />

28 S/F <strong>of</strong> 25 mm dia brass gate valve 1.00 nos 140.00<br />

29 Dismantling <strong>of</strong> old brick work in mud mortar 13.24 cum 67.90<br />

30 Repair <strong>of</strong> door and windows 10 no 500.00<br />

31 Site cleaning 1 job 2000.00


Bill <strong>of</strong> Quantity<br />

<strong>Name</strong> <strong>of</strong> <strong>Work</strong> - xzke vEcjx


Bill <strong>of</strong> Quantity<br />

<strong>Name</strong> <strong>of</strong> work: xzke Hkkstyk esa “elkukkV dh ckmMªhcky dk fuekZ.kA<br />

S. Item <strong>of</strong> work Qty Unit Rate Tender Rate<br />

No.<br />

1 E/W in excavation in 90.03 cum 42.00<br />

foundation in ordinary soil<br />

etc.<br />

2 Cement concrete in 1:4:8 30.12 cum 2515.40<br />

with cement F-sand and<br />

22.4-53mm gauge granite<br />

stone ballast in foundation<br />

including all supply <strong>of</strong><br />

material T&P etc.<br />

3 CR stone masonary in 1:4<br />

with cement sand marker<br />

etc.<br />

4 2.5 cm thick DPC in<br />

1:1.5:3 cement sand and<br />

16-22.4 mm gauge granite<br />

stone grite etc.<br />

5 1 st class brick work in 1:4<br />

cement F-sand mortar in<br />

super structure with one<br />

brickwall etc.<br />

6 1 st class brick work in 1:4<br />

cement F-sand mortar in<br />

super structure with half<br />

brickwall etc.<br />

7 12mm thick cement<br />

plaster in 1:4 with cement<br />

sand morter etc.<br />

8 Fini<strong>sh</strong>ing <strong>of</strong> wall with<br />

cement paint two coat<br />

etc.<br />

50.81 cum 2236.00<br />

112.95 Sqm 168.50<br />

9.68 cum 3280.00<br />

44.81 cum 32.80<br />

753.00 sqm 74.80<br />

753.00 sqm 3484.00<br />

9 S/F <strong>of</strong> iron gate as for<br />

direction by engineer<br />

encharge etc.<br />

10 Painting to coat on one<br />

coat <strong>of</strong> primer etc.<br />

3.00 qtl 5544.00<br />

2.25 sqm 4731.00<br />

11 S/F <strong>of</strong> iron angle sign<br />

board including painting<br />

and writing etc.<br />

01 No. 3000.00


Ekk=kvksa dk vuqeku i=<br />

dk;Z dk uke& xzke yksgkx< esa ohjsUnz xqtZj ds edku ls /kdsyh JhokLro ds edku<br />

rd lh0lh0 jksM fuekZ.k fo0[k0 eksaB y0 0-150 fdeh0<br />

dz0 dk;Z dk fooj.k Ekk=k bdkbZ njsa VsaMj nj “kCnksa vkSj vadksa<br />

esa<br />

1 2 3 4 5 6<br />

1 Excavtion in foundation with 13.80 m3 42.00<br />

B.C. soil etc.<br />

2 C.C. in 1:6:12 with cement f- 8.10 m3 2435.00<br />

sand & 22.4-53mm GSB in<br />

foundation etc.<br />

3 1 st class brick work in cement 26.25 m3 3151.20<br />

fine sand mortar in foundation<br />

and plinth etc.<br />

4 Making sub-grade with cutting - m3 -<br />

or filling etc.<br />

5 S/L <strong>of</strong> moorum in blanket coat 45.55 m3 627.40<br />

including labour cost etc.<br />

6 C.C. in 1:6:12 with cement 45.55 m3 2435.00<br />

sand & 22.4-53mm GSB etc. in<br />

base coat.<br />

7 S/F <strong>of</strong> 125 Micron polythene 455.50 m2 12.00<br />

<strong>sh</strong>eet including labour cost etc.<br />

8 P.C.C. in 1:2:4 with cement 46.82 m3 3961.60<br />

sand & 20mm gauge granite<br />

stone grit<br />

9 Making expansion joint in 114.00 Rmt 5.00<br />

3.0M length in C.C. road slab<br />

including labour etc. complete.<br />

10 12mm thick cement plaster in 165.00 m2 78.70<br />

1:4 Cement sand mortar etc.<br />

complete<br />

11 S/F <strong>of</strong> Iron angle signboard<br />

including painting & writing<br />

etc.<br />

1.00 job 3000.00


Ekk=kvksa dk vuqeku i=<br />

dk;Z dk uke& xzke befy;k LVsV esa esujksM ls d`ikjke ds edku rd lh0lh0 jksM<br />

fuekZ.kA yEokbZ 200eh0<br />

dz0 dk;Z dk fooj.k Ekk=k bdkbZ njsa VsaMj nj “kCnksa<br />

vkSj vadksa esa<br />

1 2 3 4 5 6<br />

1 Excavtion in foundation with 9.06 m3 42.00<br />

B.C. soil etc.<br />

2 C.C. in 1:6:12 with cement f- 75.75 m3 2498.90<br />

sand & 22.4-53mm GSB in<br />

foundation & base coat etc.<br />

3 1 st class brick work in cement 27.19 m3 3266.10<br />

fine sand mortar in foundation<br />

and plinth etc.<br />

4 Making sub-grade with cutting - m3 -<br />

or filling etc.<br />

5 S/L <strong>of</strong> moorum in blanket coat 59.10 m3 589.10<br />

including labour cost etc.<br />

6 C.C. in 1:6:12 with cement sand - m3 -<br />

& 22.4-53mm GSB etc. in base<br />

coat.<br />

7 S/F <strong>of</strong> 125 Micron polythene 591.00 m2 12.00<br />

<strong>sh</strong>eet including labour cost etc.<br />

8 P.C.C. in 1:2:4 with cement 66.28 m3 4011.60<br />

sand & 20mm gauge granite<br />

stone grit<br />

9 Making expansion joint in 3.0M 0.00 Rmt 5.00<br />

length in C.C. road slab<br />

including labour etc. complete.<br />

10 12mm thick cement plaster in 98.50 m2 78.80<br />

1:4 Cement sand mortar etc.<br />

complete<br />

11 S/F <strong>of</strong> Iron angle signboard<br />

including painting & writing etc.<br />

1.00 job 3000.00


dk;kZy; ftyk iapk;r] >kWlhA<br />

fufonk lwpuk<br />

ftyk iapk;r] >kWlh ds iathd`r Bsdsnkjksa ls fuEukfdar dk;ksZ gsrq fnukad 18-03-2013 dks vijkUg 2-00 ots rd dk;kZy; ftyk<br />

iapk;r >kWlh ds lkFk lkFk dk;kZy; ftykf/kdkjh >kWlh o fodkl Hkou lHkkxkj >kWlh esa eqgjoan fufonk;sa vkeaf=r dh tkrh gSA tks<br />

mlh fnu dk;kZy; ftyk iapk;r >kWlh vijkUg 3%00 mifLFkr Bsdsnkjks ds le{k “kklukns”k la[;k 2998@33&2&11&197th@2011<br />

fnukad 29 tqykbZ 2011 esa <strong>of</strong>.kZr O;oLFkk ds vUrxZr Vs.Mj lfefr }kjk [kksyh tkosxhA fufonk izi= ftyk ipak;r dk;kZy;] ds lkFk<br />

lkFk dk;kZy; ftykf/kdkjh >kWlh o fodkl Hkou lHkkxkj >kWlh ls fnukad 16-03-2013 rd dk;Zfnolksa esa fu/kkZfjr “kqYd nsdj izkIr fd;s<br />

tk ldrs gSA izR;sd fufonk ds lkFk vusZLVeuh dh /kujkf”k dk jk’Vhª; opr i=@jk’Vªh;d`r cSdksa ds ,Q0Mh0vkj0@lhMhvkj@VhMhvkj<br />

lyXu djuk vfuok;Z gSA tks vij eq[; vf/kdkjh ftyk iapk;r >kWlh ds inuke ls oa/kd gksxh fufonk njs vadks o “kCnksa esa vfdar dh<br />

tk;sxhA izR;sd dk;Z fy;s vusZLVeuh dh /kujkf”k i`Fkd&i`Fkd :i ls fufonk ds lkFk layXu dj izLrqr djuk vfuok;Z gksxkA dksbZ Hkh<br />

l”krZ fufonk Lohdkj ugha dh tk,xh rFkk fcuk dkj.k ork;s fdlh ;k lHkh fufonkvksa dks vLohd`r djus dk vf/kdkj l{ke vf/kdkjh esa<br />

fufgr gksxkA mDr fufonk lwpuk tuin dh osolkbV http: // <strong>Jhansi</strong>. nic. in ij Hkh miyC/k gSA<br />

d0<br />

la0<br />

dk;Z dk uke<br />

vuqekfur<br />

ykxr<br />

¼yk[k :0 esa½<br />

vusZLVeuh<br />

dh /kujkf’k<br />

fufonk ewY;<br />

dk;Z iw.kZ<br />

djus dh<br />

v<strong>of</strong>/k<br />

1 2 3 4 5 6<br />

1 ¼jkT; foRr vk;ksx½<br />

9-99 99900 1000 nks ekg<br />

xzke kkVdksVjk] /kokdj ,oa lkSudiqjk ds<br />

‘ke’kkukkV eas vkj0lh0lh0 lsM dk fuekZ.k<br />

dk;ZA fo0[k0eÅjkuhiqj<br />

2 xzke fuiku] flej/kk] fltkjh [kqnZ esa ‘ke’kkukkV<br />

eas vkj0lh0lh0 lsM dk fuekZ.k dk;ZA fo0[k0<br />

xqjljka;<br />

9-99 99900 1000 nks ekg<br />

3 xzke fprxoka esa jkqohj jktiwr ds edku ls<br />

jkelusgh ojkj ds edku rd lh0lh0 jksM fuekZ.k<br />

dk;ZA ya0 0-195 fdeh0 fo0[k0eksaB<br />

4 xzke ,sjk esa oyoku dq’kokgk ds edku ls<br />

Bkdqjnkl vfgjokj ds edku ls txnh’k oekZ ds<br />

edku rd lh0lh0 jksM fuekZ.kA ya0 0-306<br />

fdeh0 fo0[k0eksaB<br />

5 xzke iapk;r cjksnk eksB esa [kSjkifr eafnj ls y[kq<br />

vfgjokj ds edku dh vksj lh0lh0 jksM fuekZ.k<br />

dk;ZA ya0 0-04 fdeh0 fo0[k0eksaB<br />

6 xzke vejk esa egkUr jkes’ojnkl bVj dkyst ds<br />

ihMs ukys dk fuekZ.k 80eh0 doZM iqfy;k lfgr<br />

rFkk 100eh0 lh0lh0 jksM fuekZ.k dk;ZA fo0[k0<br />

eksaB<br />

7 fpjxkao eqUuk lfork ds edku ls ‘kadj th ds<br />

eafnj rd lh0lh0 jksM fuekZ.k dk;ZA ya0 0-03<br />

fdeh0 fo0[k0fpjxkao<br />

8 xzke ncjk esa xkao dh eksM ls ekrk eafnj rd<br />

feV~~Vh ,oa eksje]lksfyax dksM rd fuekZ.k dk;ZA<br />

ya0 1-000 fdeh0 fo0[k0fpjxkao<br />

9 xzke fiijk esa iadt ds edku ls gkV iSV rd<br />

lh0lh0 jksM fuekZ.k dk;ZA ya0 0-100 fdeh0<br />

fo0[k0fpjxkao<br />

10 xzke okjbZ esa esu jksM ls xako dh vksj lh0lh0<br />

jksM fuekZ.k dk;ZA ya0 0-100 fdeh0<br />

fo0[k0fpjxkao<br />

11 osjh lkyiqjk xkao esa jksM ls ¼okow ojsBk ds<br />

edku ls ukFkwjke ;kno ds edku rd½ lh0lh0<br />

jksM fuekZ.k dk;ZA ya0 0-050 fdeh0<br />

fo0[k0fpjxkao<br />

7-40 74000 750 ,d ekg<br />

7-81 78100 800 ,d ekg<br />

1-20 12000 200-00 ,d ekg<br />

8-96 89700 900-00 nks ekg<br />

1-15 11500 200 ,d ekg<br />

7-86 78600 800 nks ekg<br />

3-59 35900 400 ,d ekg<br />

3-65 36500 400 ,d ekg<br />

2-00 20000 200 ,d ekg


12 osj ds f[kjd ls guqeku f[kjd laEidZ ekxZ ij<br />

feVVh lksfyax ejEer ,oa baVjdksV Lrj rd dk<br />

dk;ZA fo0[k0 oMkxkao<br />

13 xzke dksV esa Jh cknke flag ds kj ls gqdqe flag<br />

ds kj rd lh0lh0jksM fuekZ.k ukyh lfgr A<br />

ya0 0-840 fdeh0 fo0[k0oMkxkao<br />

14 xzke ikyj Cykd cMkxkao esa lhrkjke ifjgkj ds<br />

kj ls jke flag dq’kokgk ds kj dh vksj lh0lh0<br />

jksM fuekZ.k dk;ZA ya0 0-060 fdeh0<br />

fo0[k0oMkxkao<br />

15 xzke jDlk es jktkiqj jksM ls y[ku dq’kokgk ds<br />

edku dh vksj lh0lh jksM fuekZ.k dk;ZA ya0 0-<br />

225 fdeh0 fo0[k0cchuk<br />

16 [kSykj esu jksM ls dk’khjke vfgjokj ds edku<br />

rd eqgYyk bZlkbZ pkSdh rd lh0lh0 jksM fuekZ.k<br />

dk;ZA ya00-165 fdeh0 fo0[k0cchuk<br />

17 [kSykj esa ujsUnz ;kno ds edku ls /kesZUnz ;kno<br />

ds edku rd lh0lh0 jksM fuekZ.k dk;ZA ya0 0-<br />

100 fdeh0 fo0[k0cchuk<br />

18 cchuk :yj eq0 ‘kkL=h uxj esa Hkaoj igyoku ds<br />

edku ls ty fuxe jksM rd lh0lh0 jksM<br />

fuekZ.kA ya0 0-100 fdeh0 fo0[k0cchuk<br />

19 xzke flejkokjh lqHkk”k uxj esa Jh eghiky flg<br />

ds edku ls eaxy flag ;kno ds edku rd<br />

lh0lh0 jksM fuekZ.k dk;ZA ya0 0-103 fdeh0<br />

fo0[k0cchuk<br />

20 xzke iapk;r exjiqj esa jktho ccsys ds edku ls<br />

¼Mh0 ih0½ Moy iksy rd lh0lh0 jksM fuekZ.k<br />

dk;ZA fo0[k0oxajk<br />

21 xzke iapk;r HkVk fodkl [k.M oaxjk esa vTtqnnh<br />

ds edku ls v;ks/;k ds edku rd ,oa ykykjke<br />

ds edku ls jkeizlkn d njokts ls gksrs gq;s<br />

[kpksjs ds edku dh vksj lh0lh0 jksM fuekZ.kA<br />

ya00-270 fdeh0 fo0[k0oxajk<br />

22 xzke bVk;y] nsojh flagiqjk ,oa L;kouh [kqnZ ds<br />

‘ke’kkukkV eas vkj0lh0lh0 lsM dk fuekZ.k dk;ZA<br />

fo0[k0eÅjkuhiqj<br />

23 xzke flrkSjk esa Jh gjukjk;u ;kno ds edku ls<br />

dkjl nso eafnj dh vksj lh0lh0 jksM fuekZ.k<br />

dk;ZA ya00-100 fdeh0 fo0[k0eÅjkuhiqj<br />

24 xzke iBk esa nqxkZ jktiwr ds edku ls uhyw<br />

frokjh ds edku gksrs gq;s gfj’kpUnz jkor ds<br />

ekdu dh vksj lh0lh0 jksM fuekZ.k dk;ZA ya0 0-<br />

170 fdeh0 fo0[k0eÅjkuhiqj<br />

25 xzke vDlso es cStukFk frokjh ds edku ls<br />

uUnjke ‘kekZ ds edku dh vksj lh0lh0 jksM<br />

fuekZ.k dk;Z ukyh lfgrA ya0 0-120 fdeh0<br />

fo0[k0xqjljka;<br />

26 xzke csjobZ esa jk; ds edku ls jkeizlkn v/;kid<br />

ds edku dh vksj lh0lh0 jksM fuekZ.k dk;Z ukyh<br />

lfgrA ya0 0-120 fdeh0 fo0[k0xqjljka;<br />

27 xzke [kyhyiqjk esa HkkxhjFk dq’kokgk ds edku ls<br />

lqjs’k ifjgkj ds edku gksrs gq;s t;gfj ‘kkL=h<br />

ds edku rd rFkk pkSjkgs dk lkSUnjhdj.k dk;ZA<br />

ya0 0-150 fdeh0 fo0[k0xqjljka;<br />

28 xzke nsojk [kqnZ ds


29 xzke rSnqvk es esu jksM ls iIiw iVsy ds edku<br />

rd lh0lh0 jksM fuekZ.k dk;ZA ya0 0-250 fdeh0<br />

fo0[k0xqjljka;<br />

30 xzke ghjk uxj Oykd okekSj esa dkyhnkl iky ds<br />

edku ls NDdh iky ds nwljs kj dh vksj<br />

lh0lh0 jksM fuekZ.k dk;ZA ya00-100 fdeh0<br />

fo0[k0okekSj<br />

31 xzke dqjSBk Cykd okekSj esa jke Lo:i iky ds<br />

edku ls prqZHkqt dksjh ds edku dh vksj lh0lh0<br />

jksM fuekZ.k dk;ZA ya00-150 fdeh0 fo0[k0okekSj<br />

32 xzke iBk esa jeys teknkj ds edku ls esgrkc ds<br />

edku gksrs gq;s Kku flag ds edku rd<br />

lh0lh0jksM fuekZ.k ukyh lfgrA ya00-270 fdeh0<br />

fo0[k0okekSj<br />

33 eÅjkuhiqj fLFkr ftyk iapk;r dh Hkwfe ij fookg<br />

kj dk vo’ks”k dk;ZA<br />

34 eÅjkuhiqj fLFkr ftyk iapk;r dh Hkwfe ij fookg<br />

kj esa fo|qr fQfVax dk dk;ZA<br />

35 o:vklkxj ikS.M Hkou dh Hkwfe ij 14 nqdkuksa<br />

dk fuekZ.k dk;ZA fo0[k0oMkxkao<br />

36 mYnu ol LVSUM ij ftyk iapk;r dh Hkwfe ij<br />

10 nqdkuksa dk fuekZ.k dk;ZA fo0[k0oaaxjk<br />

37 mYnu ol LVS.M ij ftyk iapk;r dh [kkyh<br />

Hkwfe dh okmUMªhoky dk fuekZ.k dk;ZA<br />

fo0[k0oaaxjk<br />

38 Vkbi 4 DokVlZ esa vko’;d ejEer ,oa jaxkbZ<br />

iqrkbZ dk dk;ZA>kWlh eq[;ky;<br />

39 ftyk iapk;r dk;kZy; ,oa vkoklh; ifjlj dh<br />

vko’;d ejEer ,oa jxkbZ iqrkbZ dk dk;ZA >kWlh<br />

eq[;ky;<br />

40 xzke oSnksjk esa ftyk iapk;r dh Hkwfe ij rkj<br />

QSfUlx dk dk;ZA Cykd cchukA<br />

41 xzke ‘kkgtgkiqj esa ftyk iapk;r dh Hkwfe ij rkj<br />

QSfUlx dk dk;ZA Cykd eksaBA<br />

42 fHkVksjk mYnu lMd ds ejEer@uohuhdj.k dk dk;Z<br />

fdeh0 2 o 3 ¼1-800 ls 3-00 fdeh0½Cykd oaxjk<br />

fdeh0 2o 3 esaA<br />

43 Jh tokgjyky usg: baVj dkyst mYnu esa vko’;d<br />

ejEer] Vk;ysV] iz;ksx’kkykvksa esa jSd fuekZ.k vkfn<br />

dk;ZA Cykd oaxjk<br />

44 >kWlh eÅjkuhiqj jksM ls vN: f[kjd gksrs gq;s fuxkSjk<br />

[ksjk lMd dk vo’ks”k dk;ZA fo0[k0 oMkxkao ya00 -186<br />

fdeh0<br />

45 fpjxkao nsgkr esa Qwy flag ;kno ds edku ls lqjsUnz<br />

eq’kha ds edku rd ukyh lfgr lh0lh0 jksM fuekZ. k<br />

dk;ZA ya0 0-125fdeh0<br />

46 osj ds f[kjd ls guqeku f[kjd jksM ij vkoknh esa<br />

lh0lh0 jksM fuekZ.k dk;ZAya0 0-105 fdeh0<br />

47 eqgYyk lukSjk dLok o:vklkxj fLFkr ftyk iapk;r<br />

ds iqjkus dU;k fo|ky; Hkou dh ejEer dk dk;ZA<br />

48 eÅ fHkVksjk mYnu lEidZ ekxZ dh ejEer dk dk;Z<br />

¼pSust 0-283 ls 1-800rd½ ya01-517 fdeh0 1 o 2<br />

esaA<br />

49 xzke Hkkstyk esa ‘ke’kku kkV ij okmMªhoky dk fuekZ.k<br />

dk;Z ya0 0-251fdeh0A<br />

50 xzke befy;k LVsV esa esu jksM ls d`ikjke ds edku<br />

rd lh0lh0 jksM fuekZ.k ya0 0-200eh0<br />

51 xzke vEojx< esa okMZ ua0 1 ds dq’kokgk eqgYyk esa<br />

jkefd’ku dq’kokgk ds edku ls txnh’k iq= Xokys<br />

dq’kokgk ds edku rd lh0lh0 jksM fuekZ.k dk;ZA ya0<br />

0-230fdeh0<br />

9-00 90000 1000 nks ekg<br />

3-50 35000 400 ,d ekg<br />

5-50 55000 600 ,d ekg<br />

9-00 90000 900 nks ekg<br />

13-37 134000 1500 rhu ekg<br />

1-79 18000 200 ,d ekg<br />

19-10 191000 2000 rhu ekg<br />

13-07 130700 1500 rhu ekg<br />

4-25 42500 500 ,d ekg<br />

2-26 22600 300 ,d ekg<br />

2-64 26400 300 ,d ekg<br />

1-52 15200 200 ,d ekg<br />

5-62 56200 600 ,d ekg<br />

7-88 78800 800 ,d ekg<br />

5-28 52800 600 nks ekg<br />

3-65 36500 400 ,d ekg<br />

3-90 39000 400 ,d ekg<br />

3-90 39000 400 ,d ekg<br />

5-00 50000 500 nks ekg<br />

9-64 96400 1000 nks ekg<br />

4-91 49100 500 ,d ekg<br />

6-00 60000 600 ,d ekg<br />

5-91 59100 600 ,d ekg


52 ¼13osa foRr v;ksx½<br />

4-50 45000 500 ,d ekg<br />

xzke yksgkx< esa ohjsUnz xqtZj ds edku ls /kdsyh<br />

JhokLro ds edku rd lh0lh0 jksM fuekZ.k dk;ZA ya0<br />

0-150fdeh0<br />

uksV %& 1& fufonk ewY; ds lkFk 12-5٪ oSV ,oa 1٪ ljpktZ nsuk gksxkA<br />

2& fufonk lwpuk esa vafdr 10yk[k ls vf/kd ds dk;ksZ dh rduhdh Lohd`fr “kklu ls izkIr gksus ds mijkUr gh<br />

dk;Zvkns”k tkjh fd;k tkosxkA<br />

3& fufonk ds lkFk iathd`r Bsdsnkjksa dks gSfl;r izek.k i= ,oa pfj= izek.k i= ¼ftykf/kdkjh }kjk fuxZr½ layXu<br />

djuk vfuok;Z gksxkA gSfl;r ,oa pfj= izek.k i= oS/k u ik;s tkus ij fufonk fujLr dj nh tkosxhA<br />

4& http: // <strong>Jhansi</strong>. nic. In ls Hkh fufonk QkeZ MkmuyksM fd;s tk ldxsa bl osolkbM ij ls MkmuyksM fd;s<br />

x;s fufonk QkeZ ds lkFk fufonk ewY; rFkk12-5izfr”kr oSV ,oa 1izfr”kr ljpkPkZ dk cSd MªV vij eq[;<br />

vf/kdkjh ftyk iapk;r >kWlh ds inuke oukdj layXu djkuk vfuok;Z gksxkA<br />

¼,e0,y0 fo”odekZ½ ¼ds0,u0 “kqDy½ ¼ehjk jk;½<br />

vfHk;Urk vij eq[; vf/kdkjh v/;{k<br />

ftyk iapk;r >kWlhA ftyk iapk;r] >kWlhA ftyk iapk;r]>kWlhA<br />

dk;kZy; ftyk ipak;r] >kWlhA<br />

i=kad @ft0ia0@fufonk lwpuk ¼2011&12½ fnukad Qjojh 2013<br />

izfrfyfi%& fuEu dh lsok esa lwpukFkZ ,oa uksfVl oksMZ ij pLik gsrq izsf’krA<br />

1& vk;qDr egksn; >kWlh]e.My >kWlh dks lknj voyksdukFkZ izsf’krA<br />

2& ftykf/kdkjh egksn;]>kWlh dks lknj voyksdukFkZ iszf’krA<br />

3& ftyk ,oa l= U;k;/kh”k egksn; >kWlh dks lknj voyksdukFkZ iszf’krA<br />

4& ek0 v/;{k egksn;k ftyk iapk;r] >kWlh dks lknj voyksdukFkZ iszf’krA<br />

5& eq[; fodkl vf/kdkjh@eq[; vf/kdkjh egksn; ftyk iapk;r]>kWlh dks lknj voyksdukFkZ iszf’krA<br />

6& vij ftykf/kdkjh ¼foRr ,oa jktLo½ egksn; >kWlh dks lknj voyksdukFkZ iszf’krA<br />

7& vf/k”kklh vfHk;ark izk0[k0yks0fu0fo0>kWlhA<br />

8& vf/k”kklh vfHk;ark xzkeh.k vfHk;a=.k lsok >kWlhA<br />

9& vf/k”kklh vfHk;ark fu0[k0 yks0fu0fo0>kWlhA<br />

10& ifj;kstuk funs”kd ftyk xzkE; fodkl vfHkdj.k >kWlhA<br />

11& leLr miftykf/kdkjh >kWlh<br />

12& leLr rglhynkj >kWlhA<br />

13& lEiknd nSfud vej mtkyk >kWlh ,ao nSfud tu&tu tkxj.k >kWlh dks bl vuqjks/k ds lkFk fd mi;qZDr<br />

fufonk lwpuk dks vius lekpkj i= ds vkxkeh vad esa de ls de LFkku esa izdk”ku dj “kkldh; njksa dk<br />

foy nks vfrfjDr izfr;ksa lfgr Hkqxrku gsrq v/kksgLrk{kjh ds dk;kZy; esa fHktok;s tkus dk d’V djsA<br />

14& ftyk lwpuk foKku vf/kdkjh >kWlh dks bl vuqjks/k ds lkFk fd mijksDr fufonk lwpuk tuin dh osolkbM<br />

http://jhansi.nic,in ij izlkfjr djus dk d’V djsA<br />

15& foRrh; ijke”kZnkrk ftyk iapk;r >kWlh dks bl vk”k; ds lkFk izsf’kr fd mijksDrkuqlkj fu;r frfFk dks<br />

le; ls fufonk [kksys tkus gsrq mifLFkr jgus dk d’V djsaA<br />

16& ftyk iapk;r ds leLr iathd`r Bsdsnkjksa dks lwpukFkZA<br />

17& ukftj ftyk iapk;r >kWlh dks vko”;d dk;Zokgh ,oa uksfVl cksMZ ij pLik gsrqA<br />

vij eq[; vf/kdkjh<br />

ftyk ipak;r] >kWlhA

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