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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-AOC | L1 | Accepted-AOC awarded due to L1 bidder | |
| 2 | L2₹19.1 L+₹99,018.58 (5.45%)Rejected-AOC | L2 | Rejected-AOC Not awarded due to L2 bidder | |
| 3 | L3₹19.4 L+₹1.3 L (7.02%)Rejected-AOC A 151 VIDYUT NAGAR NTPC TOWNSHIP NTPC DADRI VILLAGE TOWN VIDYUT NAGAR CITY DADRI GAUTAM BUDDHA NAGAR UTTAR PRADESH 201008 INDIA | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | L3 | Rejected-AOC Not awarded due to L3 bidder | |
| 4 | L4₹20.0 L+₹1.8 L (10.0%)Rejected-AOC | L4 | Rejected-AOC Not awarded due to L4 bidder | |
| 5 | L5₹20.7 L+₹2.6 L (14.1%)Rejected-AOC | L5 | Rejected-AOC Not awarded due to L5 bidder |
Tender Value
Refer Docs
Closing Date
24 Aug 2021, 11:00 amClosed
AGM (CMM)
AGM (CMM), THDCIL, Khurja, Dist- Bulandshahr, UP
Construction of Underground 1 Lakh Liter Water Tank and Pump room for Firefighting at KSTPP Khurja
2021_THDC_640333_1
THDC/KHURJA/CMM/2021-22/50
Open Tender
Civil Works
Works
120 days
Khurja, Dist- Bulandshahr, UP
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
Yes
Punjab National Bank
Exempted
28 Sept 2021
26 Jul 2021
25 Aug 2021
26 Jul 2021
24 Aug 2021
26 Jul 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. A) All kinds of soil.
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) : 6 graded stone aggregate 20 mm nominal size)
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 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone. aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for : a) Suspended floors, roofs, landings, balconies and access platform Slab
Centering and shuttering including strutting, propping etc. and removal of form for : a) Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.Walls
Centering and shuttering including strutting, propping etc. and removal of form for : a) Columns, Pillars, Piers, Abutments, Posts and Struts coloumn
Centering and shuttering including strutting, propping etc. and removal of form for : a) Lintels, beams, plinth beams, girders, bressumers and cantiliver Lintel & Sunshade
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.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) (A) Inner Plaster
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) (A) Outer Plaster
6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including aterthinnable priming coat with cement primer
Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior,sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm.The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage . A) For vertical surface two coats @ 0.70 kg per sqm
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior,sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm.The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage . A) For horizontal surface one coat @1.10 kg per sqm.
BISHAN CHAND AND COMPANY
SHAILESH ENGINEERING CO
TECON CONSTRUCTION INDIA LLP
M/s P.R Enterprises
Aakar Engineers and Contractors
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