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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.3 LAccepted-AOC | L1 | Accepted-AOC L1 BIDDER | |
| 2 | L2₹33.2 L+₹1.9 L (6.09%)Rejected-Finance BAZAR RAM SUKH DASS FEROZEPUR CITY 152002 | FIROZEPUR | PUNJAB | 152002 | L2 | Rejected-Finance HIGHER BIDDER | |
| 3 | L3₹34.2 L+₹2.9 L (9.19%)Rejected-Finance | L3 | Rejected-Finance HIGHER BIDDER | |
| 4 | L4₹34.8 L+₹3.5 L (11.2%)Rejected-Finance | L4 | Rejected-Finance HIGHER BIDDER | |
| 5 | L5₹35.0 L+₹3.7 L (11.8%)Rejected-Finance | L5 | Rejected-Finance HIGHER BIDDER |
Tender Value
Refer Docs
EMD Value
₹75,600
Closing Date
19 Sept 2024, 6:00 pmClosed
CWE FEROZEPUR CANTT
HQ CWE FEROZEPUR CANTT PIN 152001
CWE/FZR-15/2024-25 Provn of widening of road 2.00 mtr each side approx 256 mtr from main gate to T intersection including strengthening of 02 x culverts at new location of (I) Tk TPTR Pl ASC under GE(East) Ferozepur Cantt
2024_MES_668269_1
CWE/FZR-15/2024-25
Open Tender
Civil Works
Item Rate
180 days
FEROZEPUR CANTT
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (EAST) FEROZEPUR CANTT
₹75,600
Yes
8 Nov 2024
31 Aug 2024
26 Sept 2024
31 Aug 2024
19 Sept 2024
14 Sept 2024
Amount
Surface excavation not exceeding 30cm and averaging 15cm deep and getting out in soft/loose soil complete all as specified and as directed by Enginee-in-Charge.
Excavation over areas not exc 1.5m in depth & getting out in soft/loose soil complete all as specified and as directed by Enginee-in-Charge.
ditto all as per item No 2 above but exceeding 1.5m for each additional 1.5 mtr or part there of in depth beyond the first 1.5 mtr complete all as specified and as directed by Enginee-in-Charge.
Excavation in trenches, n exc 1.50 m wide and 1.50 m in depth, and getting out in soft/loose soil complete all as specified and as directed by Enginee-in-Charge.
Rolling and consolidating formation surfaces in cutting with power roller exceeding 8 tonne and not excedding 12 tonne complete all as specified and as directed by Enginee-in-Charge.
Material and labour for 150mm thick (spread thickness) soling or sub base with broken boulders or quarried stone interstices filled surfaces formed and rolled with 8 to 10 tonne power road roller and consolidated to required gradient & camber complete all as specified and as directed by Enginee-in-Charge.
Material and labour for 150mm thick (compacted thickness) water bound macadam in two layers of 75mm thick each with coarse aggregate (Granite, trap or basalt) of grading-3 (50mm to 20mm size) spread, including rolling and consolidated to required gradient and camber complete all as specified and as directed by Enginee-in-Charge.
Material and labour for preparing surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with mechanical compressor to remove all loose dirt etc. from unsurfaced WBM surfaces and applying evenly a priming/tack coat of paving bitumen @10Kg/ 10 sqm of road surface by bitumen sprayer operated by hot pressure mechanism laying, complete all as specified and as directed by Enginee-in-Charge.
Material and labour for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc.and applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sqm using pressure sprayer complete all as specified and as directed by Enginee-in-Charge.
Material and labour for premix bituminous, macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) with paving bitumen any penetration. (Binder content of 4% by weight of total mix) complete all as specified and as directed by Enginee-in-Charge.
Material and labour for bituminous premix semi-dense asphaltic concrete, 40 mm thick (consolidated thickness) with coarse aggregate in single layer, using 5.5% binder content (bitumen VG-30) by weight of total mix, with and including filler (OPC cement) as per design mix, spread using mechanical sensor paver rolled and compacted to required camber and gradient with 8 to 12 tonne power road roller complete all as specified and as directed by Enginee-in-Charge.
Material and labour for moorum filling in berm in layers n exc 15 cm thick spread,leveled and rammed including watering complete all as specified and as directed by Enginee-in-Charge.
Material and labour for brick work with sub class ‘B’ bricks, old size as in road side berms/floor laid dry on edge, laid to herringbone pattern in rectangle or diagonally complete all as specified and as directed by Enginee-in-Charge. Note :- The quoted rates for floors laid dry shall be inclusive of laying on 25 mm thick layer of sand and filling the jonits with same.
Material and labour for continuous brick edging with width equal to the depth of the brick, laid on end vertically with burnt clay bricks of sub class 'B' old size bricks complete all as specified and as directed by Enginee-in-Charge.
Returning filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm complete all as specified and as directed by Enginee-in-Charge.
Removal of surplus soil to a distance not exc 50 metre and depositing where directed at a level not exc 1.5 metre above the starting point complete all as specified and as directed by Enginee-in-Charge.
Material and labour for providing and marking broken/continuous central/end line on the road pavement and the like of description by using hot applied thermoplastic compound 2.50mm thick (excluding thickness of glass beads) and providing reflective glass beads @ 250 gm per square metre as per IRC-135,confirming to MORT&H, complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing cat eye two way reflective with aluminium body of model No- DA-971 (Aluminium) dia cast fitted with 02 nos highly reflective reflectors and 02 nos eye balls each on both sides complete all as specified and as directed by Engineer-in-Charge.
Material and labour for for cement concrete 1:4:8 type D2 using (40 mm crushed graded stone aggregate) as in foundation of retaining wall and packing of culvert etc and all other similar works complete all as specified and as directed by Engineer-in-Charge.
Material and labour for providing cement concrete 1:2:4 mix type B-1 in steps, seismic and other similar bands, parapets and railings up to 60 cm in hieght, coping, kneeless apex stones , bed plates, parapet, kerbs not provided for including weathering, slightly rounded or chamfered angles complete all as specified and as directed by Engineer-in-Charge.
Material and labour for reinforced cement concrete (nominal mix) type B-1, 1:2:4 (20mm graded aggregate) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and as directed by Engineer-in-Charge.
Material and labour for cement concrete 1:2:4 type B2 using (40 mm crushed graded stone aggregate) as in surface channels and drains etc and all other similar works complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing TMT bars 10mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and as directed by Engineer-in-Charge.
All as per srl item No 23 above but 5mm dia and over including 10 mm dia in stirrups, spaces and binders etc complete all as specified and as directed by Engineer-in-Charge.
Use and waste of form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work not exceeding 200mm thick surface (horizontal or sloping), fair finished surface of concrete, complete all as specified and as directed by Engineer-in-Charge.
Material and labour for brick work with sub class 'B' Bricks, straight or curved on plan exceeding 6 mtr mean radius built in CM 1:6 complete all as specified and as directed by Engineer-in-Charge.
Material and labour for 15mm thick rendering in CM 1:4 to any face of brick / concrete wall surfaces complete all as specified and as directed by Engineer-in-Charge.
Material and labour for preparation of new plastered or unplastered surfaces and applying two coats of cement based paint over a coat of chalk white primer on walls complete all as specified and as directed by Engineer-in-Charge.
Supply and fixing PVC (SWR) 110mm bore pipe single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and as directed by Engineer-in-Charge.
Material and labour for boulder filling dry, hand packed tightly, as in filling of weep hole of retaining wall and all other similar works complete all as specified and as directed by Engineer-in-Charge.
Supreme Constructions (BID ID -3097871)
KAILASH CONSTRUCTION COMPANY (BID ID -3099994)
M/s Bansi Lal (BID ID -3098249)
manoj and company (BID ID -3097914)
ABHISHEK AND COMPANY (BID ID -3098711)
M/s Shri Krishna Enterprises (BID ID -3099168)
Kissan contractor and engg works (BID ID -3098750)
M/S Yashpaul Gulati (BID ID -3098913)
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