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