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