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Repair and maintenance of toilet block at Water Bastion,ISBT ...

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Archaeological Survey <strong>of</strong> India, Delhi Circle, Safdarjung Tomb, New Delhi-110003<br />

Name <strong>of</strong> <strong>of</strong>fice District/St<strong>at</strong>e Probable Time <strong>of</strong><br />

Completion<br />

Last d<strong>at</strong>e <strong>of</strong> sale <strong>and</strong><br />

submission<br />

Superintending Archaeologist, Archaeological New Delhi Two months D<strong>at</strong>e <strong>of</strong> Sale: 26.8.2013<br />

Survey <strong>of</strong> India, Delhi Circle, Safdarjung Tomb,<br />

D<strong>at</strong>e <strong>of</strong> Opening:27.8.2013<br />

New Delhi<br />

Percentage R<strong>at</strong>e Tender for execution <strong>of</strong> complete work<br />

Estim<strong>at</strong>ed Cost : Rs. 1,09,634/-<br />

EMD Rs. : Rs. 2,193/-<br />

Price <strong>of</strong> Tender : Rs. 500/-<br />

Contractor’s Name……………………<br />

Name <strong>of</strong> Work: - <strong>Repair</strong> <strong>and</strong> <strong>maintenance</strong> <strong>of</strong> <strong>toilet</strong> <strong>block</strong> <strong>at</strong> W<strong>at</strong>er <strong>Bastion</strong>,<strong>ISBT</strong> Kashmeri G<strong>at</strong>e. Delhi .<br />

Item No. Description <strong>and</strong> specific<strong>at</strong>ion <strong>of</strong> items <strong>of</strong> work to be executed Total Estim<strong>at</strong>ed quantities<br />

to be executed<br />

Remarks<br />

1. Demolishing brick work in cement mortar manually by mechanical<br />

means including stacking <strong>of</strong> serviceable m<strong>at</strong>erial <strong>and</strong> disposal <strong>of</strong><br />

unserviceable m<strong>at</strong>erial within 50 meters lead as per direction <strong>of</strong><br />

Engineer in charge in 1:3:6 ( 1 Cement, 3 coarse s<strong>and</strong>, 6 graded stone<br />

aggreg<strong>at</strong>e 20 mm nominal size) or richer mix.<br />

2. Demolishing cement concrete manually/by mechanical means<br />

including disposal <strong>of</strong> m<strong>at</strong>erial within 50 meters lead as per direction <strong>of</strong><br />

Engineer in charge.<br />

0.69 Cum<br />

0.78 Cum


3. Providing <strong>and</strong> laying in position cement concrete <strong>of</strong> specified grade<br />

excluding the cost <strong>of</strong> centering <strong>and</strong> shuttering all work up to plinth<br />

level 1:3:6 ( 1 Cement, 3 coarse s<strong>and</strong>, 6 graded stone aggreg<strong>at</strong>e 20 mm<br />

nominal size)<br />

4. Brick work with common burnt clay modular bricks <strong>of</strong> class<br />

design<strong>at</strong>ion 7.5 in found<strong>at</strong>ion <strong>and</strong> plinth in cement mortar 1:4 ( 1<br />

Cement: 4 Coarse s<strong>and</strong>)<br />

0.39 Cum<br />

0.39 Cum<br />

5. Providing <strong>and</strong> laying damp-pro<strong>of</strong> course 40 mm thick with cement<br />

concrete1:2:4 (1 cement : 2 coarse s<strong>and</strong> : 4 graded stone aggreg<strong>at</strong>e 12.5<br />

mm nominal size)<br />

6. Brick work with common burnt clay F.P.S. (non modular) bricks <strong>of</strong><br />

class design<strong>at</strong>ion 7.5 in superstructure above plinth level up to floor V<br />

level in all shapes <strong>and</strong> sizes in :Cement mortar 1:4 (1 cement : 4 coarse<br />

s<strong>and</strong>)<br />

7. Providing <strong>and</strong> Fixing factory made PVC door frame made <strong>of</strong> PVC<br />

extruded sections <strong>of</strong> size 75 mm x 53 mm, having wall thickness 2.0<br />

mm (± 0.2 mm). Both verticals sides <strong>of</strong> the frame reinforced with PVC<br />

pr<strong>of</strong>ile <strong>of</strong> cross section size 28 mm x 30 mm x 2 mm thickness (± 0.2<br />

mm) <strong>and</strong> 75 mm x 200 mm long, including reinforcing both ends <strong>of</strong> the<br />

top frame with PVC pr<strong>of</strong>ile. PVC Door Frame <strong>and</strong> PVC reinforcement<br />

pr<strong>of</strong>ile to be mitered cut, jointed <strong>and</strong> fusion welded together, including<br />

providing <strong>and</strong> fixing 3 nos. <strong>of</strong> 125 mm long stainless steel hinges to<br />

frame, fixing the frame with jamb with required nos. & sizes <strong>of</strong> anchor<br />

dash fastener, all complete as per manufacturer's specific<strong>at</strong>ion <strong>and</strong><br />

direction <strong>of</strong> engineering-charge.<br />

3.92 Sqm<br />

4.96 Cum<br />

17.00 Rmt


8. Providing <strong>and</strong> fixing 37 mm thick factory made PVC Door shutter, styles<br />

<strong>and</strong> rails made <strong>of</strong> PVC hollow extruded printed <strong>and</strong> lamin<strong>at</strong>ed section<br />

having overall dimension 115 mm x 37 mm with wall thickness 2 mm (±<br />

0.2 mm) with inbuilt beading on one side, the styles <strong>and</strong> rails mitered<br />

cut <strong>and</strong> joint <strong>at</strong> corners by inserting 2 nos. PVC pr<strong>of</strong>ile reinforcement <strong>of</strong><br />

size 75 mm x 200 mm long with cross section size <strong>of</strong> 28 mm x 30 mm<br />

having wall thickness 2 mm (± 0.2 mm). Styles, rails <strong>and</strong> reinforcements<br />

to be fusion welded together. Only hinge side vertical style to be<br />

reinforced with PVC pr<strong>of</strong>ile reinforcement in full length. Printed <strong>and</strong><br />

lamin<strong>at</strong>ed PVC lock rail <strong>of</strong> size 110 mm x 37 mm having wall thickness<br />

2 mm (± 0.2 mm) to be welded horizontally with the vertical styles after<br />

inserting PVC pr<strong>of</strong>ile reinforcement as in styles <strong>and</strong> rails, providing with<br />

PVC snap fit beading, panels <strong>of</strong> 100 x 20 mm printed & lamin<strong>at</strong>ed <strong>and</strong><br />

inserting 2 nos. 6 mm dia. bright steel rod horizontally with both side<br />

threaded <strong>and</strong> tightened with check nuts <strong>and</strong> washers complete, all as<br />

per manufacturer's specific<strong>at</strong>ion <strong>and</strong> direction <strong>of</strong> engineer-in-charge.<br />

1.44 Sqm<br />

9. Provision for 12 mm cement plaster <strong>of</strong> mix 1:4 ( 1 Cement: 4 fine s<strong>and</strong>) 19.92 Sqm.<br />

10. Providing <strong>and</strong> laying rectified Glazed Ceramic floor tiles <strong>of</strong> size 300x300mm<br />

or more (thickness to be specified by the manufacturer), <strong>of</strong> 1st<br />

qualityconforming to IS : 15622, <strong>of</strong> approved make, in all colors, shades,<br />

except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement<br />

Mortar1:4 (1 Cement : 4 Coarse s<strong>and</strong>), including pointing the joints withwhite<br />

cement <strong>and</strong> m<strong>at</strong>ching pigments etc., complete<br />

12.00 Sqm


11. Providing <strong>and</strong> fixing Ist quality ceramic glazed wall tiles conforming to<br />

IS:15622 (thickness to be specified by the manufacturer), <strong>of</strong> approved<br />

make,in all colors, shades except burgundy, bottle green, black <strong>of</strong> any size as<br />

approved by Engineer-in-Charge, in skirting, risers <strong>of</strong> steps <strong>and</strong> dados,over 12<br />

mm thick bed <strong>of</strong> cement mortar 1:3 (1 cement : 3 coarse s<strong>and</strong>)<strong>and</strong> jointing<br />

with grey cement slurry @ 3.3kg per sqm, including<br />

pointing in white cement mixed with pigment <strong>of</strong> m<strong>at</strong>ching shade complete.<br />

12. Structural steel work riveted, bolted or welded in built up sections, trusses <strong>and</strong><br />

framed work, including cutting, hoisting, fixing in position <strong>and</strong> applying a<br />

priming co<strong>at</strong> <strong>of</strong> approved steel primer all complete.<br />

13. Providing red s<strong>and</strong> stone slab 40 to 50mm thick for ro<strong>of</strong>ing <strong>and</strong> laying them<br />

in cement mortar 1 : 4 (1 cement : 4 coarse s<strong>and</strong>) over wooden karries or<br />

R.C.C. b<strong>at</strong>tens or structural steel sections (Karries or b<strong>at</strong>tens or structural<br />

steel sections to be paid separ<strong>at</strong>ely), including pointing the ceiling<br />

joints with cement mortar 1:3 (1 cement : 3 fine s<strong>and</strong> ) complete.<br />

14. Providing <strong>and</strong> laying cement concrete in retaining walls, return walls,<br />

walls (any thickness) including <strong>at</strong>tached pilasters, columns, piers,<br />

abutments, pillars, posts, struts, buttresses, string or lacing courses,<br />

parapets, coping, bed <strong>block</strong>s, anchor <strong>block</strong>s, plain window sills, fillets,<br />

sunken floor, etc., up to floor five level, excluding the cost <strong>of</strong><br />

centering,shuttering <strong>and</strong> finishing :1:2:4 (1 Cement : 2 coarse s<strong>and</strong> : 4 graded<br />

stone aggreg<strong>at</strong>e 20mm nominal size)<br />

15. Providing <strong>and</strong> applying plaster <strong>of</strong> Paris putty <strong>of</strong> 2 mm thickness over<br />

plastered surface to prepare the surface even <strong>and</strong> smooth complete<br />

16. Distempering with dry distemper <strong>of</strong> approved br<strong>and</strong> <strong>and</strong> manufacture<br />

(two or more co<strong>at</strong>s) <strong>of</strong> required shade on new work, over <strong>and</strong> including<br />

w<strong>at</strong>er thinable priming co<strong>at</strong> to give an even shade.<br />

21.56 Sqm<br />

175.46 Kgs.<br />

12.00 Sqm<br />

2.40 Cum<br />

12.00 Sqm<br />

12.00 Sqm


17. 20 mm cement plaster <strong>of</strong> mix :1:4 (1 cement: 4 fine s<strong>and</strong>) 63.44 Sqm<br />

18. Finishing walls with w<strong>at</strong>er pro<strong>of</strong>ing cement paint <strong>of</strong> required shade : New<br />

work (Two or more co<strong>at</strong>s applied @ 3.84 kg/10 sqm)<br />

63.44 Sqm<br />

………….…..% in words <strong>and</strong> figure<br />

1. The eligible central govt. approved/registered contractors <strong>of</strong> Archaeological Survey <strong>of</strong> India who have experience<br />

in the execution on similar n<strong>at</strong>ure <strong>of</strong> work <strong>and</strong> who have TAN <strong>and</strong> PAN No.<br />

2. The total tendered cost for complete work should be quoted in percentage above/below against the cost put to tender<br />

including all taxes <strong>and</strong> other charges as applicable.<br />

3. Earnest Money be deposited in the form <strong>of</strong> FDR (N<strong>at</strong>ionalized Bank) pledged in favour <strong>of</strong> Superintending<br />

Archaeologist, Archaeological Survey <strong>of</strong> India, Delhi Circle, Safdarjung Tomb, New Delhi along with the duly filled<br />

tender documents.<br />

4. The contractor/supplier or his authorized represent<strong>at</strong>ive will be permitted to <strong>at</strong>tend tender opening.<br />

5. The tender documents are available on website www.asidelhicircle.in <strong>and</strong> www.asi.nic.in which may be down loaded<br />

<strong>and</strong> submitted along with the tender form cost in form <strong>of</strong> DD drawn in favour <strong>of</strong> the Superintending Archaeologist,<br />

Archaeological Survey <strong>of</strong> India, Delhi Circle.<br />

6. If the d<strong>at</strong>e <strong>of</strong> issue/receipt <strong>of</strong> the tender happens to be a holiday the tenders will be issued/opened on the next working<br />

day.<br />

7. The undersigned reserves the right to reject any or all the tenders without assigning any reason.<br />

8. The civil works executed must be cured properly <strong>at</strong> least for 30 days.<br />

9. The work to be executed as per CPWD specific<strong>at</strong>ions, IS code <strong>and</strong> as per Archaeological Survey <strong>of</strong> India specific<strong>at</strong>ion.<br />

10. The quantity <strong>of</strong> work can be increased/decreased <strong>at</strong> site.<br />

11. W<strong>at</strong>er/ T & P/ Scaffolding/ Electricity will be managed by the contractor while execution <strong>of</strong> work.<br />

Contractor’s Sign<strong>at</strong>ure


Should this tender be accepted I/We hereby do agree abide to by <strong>and</strong> full fill all the terms <strong>and</strong> provisions <strong>of</strong> the said<br />

conditions annexed hereto so far as applicable <strong>and</strong> or in default there<strong>of</strong> to forfeit <strong>and</strong> pay to the President <strong>of</strong> India as his<br />

successor in <strong>of</strong>fice the sum <strong>of</strong> money mentioned in the side conditions. A sum <strong>of</strong> Rs…………………is herewith forwarded<br />

is cash treasury Challan as earnest money. If I/We fail to commence the work in specified in the above memor<strong>and</strong>um or I/<br />

we fail to deposit the amount <strong>of</strong> security deposit specified contract (ii) (a) in the above memor<strong>and</strong>um in accordance with the<br />

clause I <strong>of</strong> the said conditions <strong>of</strong> contract I/we agree th<strong>at</strong> the said President or his successors in <strong>of</strong>fice shall without<br />

prejudice to any other right or remedy be <strong>at</strong> liberty to forfeit the earnest money absolutely otherwise the said earnest money<br />

shall be retained by him towards such security deposit .I/we further agree th<strong>at</strong> the said President or his successor in <strong>of</strong>fice<br />

shall also be <strong>at</strong> liberty to cancel the acceptance <strong>of</strong> the tender if I/we fail to deposit security amount as aforesaid.<br />

Give particulars & number<br />

Sign<strong>at</strong>ure <strong>of</strong> Witness<br />

Sign<strong>at</strong>ure <strong>of</strong> Tenderer<br />

Address with TIN No.<br />

Address<br />

D<strong>at</strong>ed the<br />

The above tender is hereby accepted by me on the behalf <strong>of</strong> the President <strong>of</strong> India.<br />

D<strong>at</strong>ed the<br />

Sign<strong>at</strong>ure <strong>of</strong> the <strong>of</strong>ficer by whom<br />

The tender is accept

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