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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.8 LAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹14.1 L+₹27,796.95 (2.01%)Rejected-Finance | L2 | Rejected-Finance Higher bidder | |
| 3 | L3₹14.5 L+₹61,978.70 (4.48%)Rejected-Finance | L3 | Rejected-Finance Higher bidder | |
| 4 | L4₹14.8 L+₹94,158.78 (6.80%)Rejected-Finance | L4 | Rejected-Finance Higher bidder | |
| 5 | L5₹15.1 L+₹1.3 L (9.08%)Rejected-Finance | L5 | Rejected-Finance Higher bidder |
Tender Value
Refer Docs
EMD Value
₹32,300
Closing Date
18 Nov 2020, 6:00 pmClosed
CWE Ferozepur Cantt
HQ CWE Ferozepur Cantt
CA No CWE/FZR- /2020-21 Provn of Approach Road between Northern Cluster and Adm Area under GE (East) Ferozepur and Provn of new road from gate No 3 to bldg No P-72 of Inf Bde under GE (West) Ferozepur Cantt
2020_MES_390609_1
CWE/FZR-42/2020-21
Open Tender
Civil Works - Roads
Item Rate
180 days
Ferozepur Cantt
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE (East) Ferozepur
₹32,300
Yes
24 Nov 2020
28 Oct 2020
20 Nov 2020
28 Oct 2020
18 Nov 2020
11 Nov 2020
Amount
Rough excavation in soft/loose soil not exceeding 1.5 m deep and getting out, complete all as specified and as directed.
Surface dressing not exceeding 15 cm deep and getting out, complete all as specified.
Surface excavation in soft/loose soil not exceeding 30 cm deep and averaging 15 cm deep and getting out, complete all as specified.
Removal of surplus soil to a distance exc. 250 metre but n. exc 500m and depositing where directed at a level not exc. 1.5 metre above the starting point complete all as specified.
M&L for Rolling and consolidating formation surfaces in cutting with 8 to 12 Tonne power roller including watering as ncessary filling in hollows and depressions to required gradient and camber in soft/loose soil, complete all as specified including the surface required for brick path.
M&L for Soling or sub base, 150mm (spread thickness), with broken boulders or quarried stones, interstices filled, surface formed, rolled and consolidated to required camber and gradient with 8 to 10 Tonne power roller, complete all as specified.
M&L for Soling or sub base, 200mm (spread thickness), with broken boulders or quarried stones, interstices filled, surface formed, rolled and consolidated to required camber and gradient with 8 to 12Tonne power roller, complete all as specified.
M&L for 150 mm thick (compacted average thickness) of WBM with using granite trap or basalt in two layers (75mm each layer compacted thickness) coarse aggregate (sand stone) of grading 2 (63 to 40mm size) blinded with stone screening type ‘A’, spread, rolled with 8 to 12 tonne power road roller & consolidated to required camber & gradient, complete all as specified.
M&L for Preparing WBM top surfaces of road 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 priming/tack coat of paving bitumen (VG-30) @ 10 Kg per 10 Sqm with mechanical sprayer of road surface by sprayer operated by hot pressure mechanism, complete all as specified and as directed.
M&L Bituminous premixed asphaltic dense concrete 40 mm consolidated thickness (Design Mix) using minimum 6% binder content paving bitumen (VG-30) by weight of total mix laid with self propeling mechanical paver and rolling with 8 to 12 tonne power road roller to the required camber and gradient to uniform smooth surface, complete all as specified and as directed.
M&L for Providing 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 MOSRT&H, complete all as specified and as directed . Make-STP/Asian Paint/Auto Mark.
M & L cement concrete (1:4:8) type D-2 40mm graded aggregate in foundations, fillings and mass concrete, complete all as specified.
M&L for 1:2:4 type B-1 (20mm graded stone aggregate) reinforced cement concrete as 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.
M&L for 1:2:4 type B-1 (20mm graded stone aggregate) reinforced cement concrete as in Walls, retaining walls, basement walls, ballast walls and the like any thickness; above top of footings including attached pilaster and buttresses, complete all as specified.
M&L for 1:2:4 type B-1 (16mm graded stone aggregate) pre-cast cement concrete block size (300x200x100) edging laid dry, set in cement mortar (1:4) complete all as specified.
S&F Mild steel TMT bars 10 mm dia and over as in reinforcement cut to length bent to shape required including cranking, hooking at ends and binding with mild steel wire (annealed) not less than 0.9mm dia FE-500/550 confirming to IS-1786-1985 all as specified.
M&L use and waste form work (rough finished surfaces) to sides & soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports overhangs, etc also splays between floors and beams, floor/roof slab, landings and similar work, complete all as specified.
M&L use and waste form work (rough finished surfaces) Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc vertical or to batter, complete all as specified.
M&L for Rendering 15 mm thick in cement mortar (1:4) on brick/concrete surfaces, finished even and smooth without using extra cement, etc complete all as specified.
M&L for Brick work in cement mortar 1:4 using sub class ‘B’ old size bricks, straight or curved on plan exceeding 6 metre mean radius, complete all as specified.
M & L for Brick work with sub class B brick laid dry on edge, laid to herring-bone pattern or diagonally as in road side berms complete all as specified.
M/s Surjit Singh and bros
CHETAK CONSTRUCTION COMPANY
Brar Enterprises
JAWAHAR CONSTRUCTION COMPANY
ABHISHEK AND COMPANY
RAKESH KUMAR SATISH KUMAR
M/S N Maini Constrution
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