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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.0 LAccepted-Finance | L1 | Accepted-Finance Due to lowest quoted rates | |
| 2 | L2₹12.6 L+₹56,550 (4.72%)Rejected-Finance | L2 | Rejected-Finance Due to higher quoted rates | |
| 3 | L3₹12.9 L+₹88,364 (7.37%)Rejected-Finance | L3 | Rejected-Finance Due to higher quoted rates | |
| 4 | L4₹13.3 L+₹1.3 L (10.7%)Rejected-Finance | L4 | Rejected-Finance Due to higher quoted rates | |
| 5 | L5₹17.5 L+₹5.5 L (45.9%)Rejected-Finance | L5 | Rejected-Finance Due to higher quoted rates |
Tender Value
₹16.2 L
EMD Value
₹32,500
Closing Date
30 Aug 2024, 5:00 pmClosed
Head ESD
Head ESD office, CSIR-IIP, MOHKAMPUR, DEHRADUN
The work includes dismantling, excavation, PCC and RCC work, CC flooring, steel work in tubular section and in built up section, Precoated GI profile sheet work, epoxy coating and painting work and misc work.
2024_CSIR_205391_1
ESD/1/2/2024
Open Tender
Civil Works
Item Rate
180 days
CSIR - IIP
Please refer Tender documents
8 documents required · 8 mandatory
₹590
Director
₹32,500
13 Sept 2024
21 Aug 2024
2 Sept 2024
21 Aug 2024
30 Aug 2024
21 Aug 2024
Amount
Demolishing Nnminal cement concrete 1:3:6 or richer mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Earth work in excavation foe all kind of soil by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : for 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : For 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level. For Thermo-Mechanically Treated bars of grade Fe-500D or more
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: For New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. For 40 mm thick with 20 mm nominal size stone aggregate
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5% total coated thickness (TCT) thick Zinc coating 120ggrams per sqm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal , complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : For gutter
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. For Hot finished welded type tubes
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : For Two or more coats on new work
ROORKEE ASSOCIATES
M.K. CONSTRUCTION
A TO Z ENTERPRISES
R.R Construction & Associates
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