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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹32.6 LAccepted-AOC | ₹32.6 L | 1 | Accepted-AOC ACCEPTED-L1 BIDDER |
| 2 | 2₹32.6 L+₹775 (0.02%)Rejected-Finance | ₹32.6 L+₹775 (0.02%) | 2 | Rejected-Finance NOT LOWEST BIDDER |
| 3 | 3₹33.0 L+₹46,350 (1.42%)Rejected-Finance RAMAPURAM LANE MUKKOLA THIRUVANANTHAPURAM 695044 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695044 | ₹33.0 L+₹46,350 (1.42%) | 3 | Rejected-Finance NOT LOWEST BIDDER |
| 4 | 4₹39.4 L+₹6.8 L (20.9%)Rejected-Finance | ₹39.4 L+₹6.8 L (20.9%) | 4 | Rejected-Finance NOT LOWEST BIDDER |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹30.9 L
EMD Value
₹61,820
Closing Date
26 Feb 2024, 11:00 amClosed
Adminstrative Officer
Administrative Officer CSIR- NIIST Trivandrum
Setting up of a Municipal Solid Waste - 10TPB Biodrying Processing Plant shed at Nedumagadu municipality RRF unit, (Panagottela area) Pulippara ward, Nedumangadu, Trivandrum
2024_CSIR_185788_1
NIIST/003/WKS/NIT(4-1)/2023-24
Open Tender
Civil Works
Item Rate
60 days
CSIR NIIST, TRIVANNDRUM
As per NIT
13 documents required · 13 mandatory
₹590
Director CSIR-NIIST
₹61,820
13 Mar 2024
12 Feb 2024
27 Feb 2024
12 Feb 2024
26 Feb 2024
12 Feb 2024
Amount
EARTH WORK
Earth work in excavation 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. - All kinds of soil.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
CONCRETE WORK
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
REINFORCED CEMENT CONCRETE
Providing and laying in the position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : - 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)
FORM WORK - Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
FORM WORK - Centering and shuttering including strutting, propping etc. and removal of form for 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 plinth level. - Thermo-Mechanically Treated bars of grade Fe-500D or more
STEEL WORKS
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
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. - Hot finished welded type tubes
ROOFING
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams 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 15-18microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) 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, 5-7microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm)
FINISHING WORK
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
15 mm cement plaster on the rough side of a single or half brick wall or sides of earth beam of mix : 1:4 (1 cement: 4 fine sand)
15 mm cement plaster on the rough side of a single or half-brick wall or Floor plastering finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: 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)
GLAZE SPOT FACILITY MANAGEMENT SERVICES LLP
R SURESH KUMAR
ENGINEERS ASSOCIATES
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