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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC | ₹3.2 Cr | L1 | Accepted-AOC Lowest |
| 2 | L2₹3.4 Cr+₹17.0 L (5.31%)Rejected-AOC 263 URBAN ESTATE PHASE II BATHINDA | BATHINDA | PUNJAB | 151001 | ₹3.4 Cr+₹17.0 L (5.31%) | L2 | Rejected-AOC Not Lowest |
| 3 | L3₹3.5 Cr+₹33.4 L (10.4%)Rejected-AOC | ₹3.5 Cr+₹33.4 L (10.4%) | L3 | Rejected-AOC Not Lowest |
| 4 | L4₹3.5 Cr+₹34.1 L (10.6%)Rejected-AOC | ₹3.5 Cr+₹34.1 L (10.6%) | L4 | Rejected-AOC Not Lowest |
Tender Value
₹3.4 Cr
EMD Value
₹6.8 L
Closing Date
31 Oct 2022, 11:00 amClosed
Executive Engineer (C-I), PAU, Ludhiana
Executive Engineer (C-I), Thapar Hall, PAU, Ludhiana
Partial Construction of the girls Hostel at RRS, Ballowal Saunkhri
2022_PAU_90584_1
Endst. No.13-A/c/2022/2718-39 dated- 27.09.2022
Open Tender
Civil Works
Multi-stage
549 days
PAU
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,180
₹6.8 L
Yes
22 Nov 2022
27 Sept 2022
2 Nov 2022
27 Sept 2022
31 Oct 2022
27 Sept 2022
Amount
Pdg & Fixing Rain water harvesting structure (underground collecting/ disposal chamber) 5’-00’’ x 6’-6’’x 5'-0" deep , constructed with 9’’ thick brick walls in laid in CM 1:5, complete with 3’-0’’x2’-6’’x2’-0’’ deep (4 No. Haudies) constructed with 9" thick walls laid in CM 1:5 with removable 4" thick R.C.C slab covers finished with plastering/ cement rendering complete with earthwork in excavation, 6" C.C. 1:8:16 with brick ballast in foundation walls of haudies , 12.5mm thick C.P 1:4 bothside of walls and finished with cement rendering 1mm thick with water proofing chemicals. C.C. 1:2:4 , 2” thick floor over 4’’ thick C.C. 1:8:16 bed , 110mm dia SWR UPVC rain water pipe of required length as per site Supreme/Finolex make 6 kg/cm2 pressure with bend, socket, solvent, holding, clamps required of best quality for holding pipe from top of building roof to ground floor, PVC pipe 200 mm/8" dia 6kg/cm2 as per IS: 4985 for connecting haudis and harvesting structure/ collecting / disposal chamber. G.I/IRC fabric grill with 1” x 1” hole supported with MS frame made out of 35mmx35mmx5mm thick angle iron and filled with pea gravel of required gauge stone and PVC/Nylon jali of heavy gauge best quality fixed on all round of pipe stacks. Pdg and fixing M.S. angle frame 40x40x6mm and openable cover made out of M.S. Angle iron
35x35x5mm, M.S. Flat 35x5mm with M.S. door made out of 16 gauge sheet with hinges, handles, locking arrangement etc complete with one coat of primer and two coats of paint. Drilling of bore well 6’’ dia 100’0 deep. Providing & lowering PVC pipe 4’’ i/c 6kg/cm2 Supreme/Finolex make 110’-0’’ i/c making filter wraped with Nylon jali fixing with PVC specials (Supreme/Finolex make) such as end cap, cowl, Tee, sockets etc complete in all respects with one coat primer and two coats of paint where as required on MS Steel parts and making operational with satisfaction of Engineer in charge.
Boring & installation of 2 HP Submersible Pump with 6’’dia bore 360’ - 0” deep, with PVC Pipe 4½" Supreme/Finolex make i/d 6 kg/cm2 (360 feet length), ISI marked including PVC socket, solvent solution. Filter fabrication, Nylon jali, Top plate, GI Bend 1¼", Nut Bolts, Rubber sheet, PVC tape, Submersible Pump set, 2 HP, single phase Head sufficient for filling the overhead tank 30-40 feet above ground level , NRV 1¼ " Make Crompton Greaves, Supplying and fixing Panel Board having, starter, shunt capacitor, kit kat, Ampere meter , voltmeter suitable for 2HP motor, all of star delta make; PVC water proof flat cable 2.5 sqmm, 100 mtr (make finolex), G.I pipe 1¼" i/d (Jindal B class) upto required length of 360’ – 0” appox. including sockets ‘UU’ make and it also includes the cost for development of submersible pump water with heavy duty compresser complete in all respects & making operational with satisfaction of Engineer in charge.
M/s BHULLAR CONSTRUCTIONS
ASC BUILDERS PVT. LTD.
M/s KHOSLA ENTERPRISES
M/s KHOSLA ENTERPRISES
M/s BHULLAR CONSTRUCTIONS
ASC BUILDERS PVT. LTD.
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