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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC 160 PREM NAGAR BAREILLY | L1 | Accepted-AOC Accepted on 27 Jul 2024 but not uploaded due non working of def proc site | |
| 2 | L2₹62.8 L+₹1.0 L (1.68%)Rejected-Finance C 247 1 RAJINDRA NAGAR BAREILLY 243122 UP | BAREILLY | UTTAR PRADESH | 243122 | L2 | Rejected-Finance High Bid | |
| 3 | L3₹67.0 L+₹5.2 L (8.50%)Rejected-Finance | L3 | Rejected-Finance High Bid | |
| 4 | L4₹68.1 L+₹6.4 L (10.3%)Rejected-Finance 232 1 D SHIVLOK KANKARKHERA DISTT MEERUT UP PIN 250001 | MEERUT | MEERUT | UP | 250001 | L4 | Rejected-Finance High Bid | |
| 5 | L5₹69.7 L+₹7.9 L (12.8%)Rejected-Finance 110B CIVIL LINES BAREILLY 243001 UP | BAREILLY | UTTAR PRADESH | 243001 | L5 | Rejected-Finance High Bid |
Tender Value
₹88.2 L
EMD Value
₹1.6 L
Closing Date
8 Jun 2024, 6:00 pmClosed
CWE Bareilly
HQ, CWE, MES, Station Road, Bareilly
CWE BLY/GE (W) /04 OF 2024- 2025 PROVN OF 02XTRAINING SHED AND 03XOPEN CLASS ROOMS WITH OVER HEAD SHED (150 CAPACITY) FOR AGNIVEER OF THE JAT REGIMENTAL CENTRE UNDER GE (WEST) BAREILLY
2024_MES_653026_1
8100/B/801/E8
Open Tender
Civil Works
Item Rate
180 days
GE (West) Bareilly
As per NIT
6 documents required · 6 mandatory
₹1,000
GE (West) Bareilly
₹1.6 L
Yes
31 Aug 2024
9 May 2024
10 Jun 2024
9 May 2024
8 Jun 2024
31 May 2024
Amount
Excavating in post holes ( or similar hoels ) each n exc 0.5 cum getting out, returning , filling in and ramming earth or broken rubble mixed with earth around in soft/loose Soil, in layers not exceeding 25 cm , watering, and removing surplus soil to a distance n exc 50 mtr complete all as specified and directed.
M&L cement concrete 1:3:6 type C 2, ( using 40 mm graded stone aggregate) as in foundation in filling and mass concrete complete all as specified and directed.
S&F steel work in tubular trusses, as in structural steel purlin (MS square/ rectangle/round of various sizes) including special shaped washer etc. complete induction butt welded tubes conforming to I. S.1161-1979 grade Fe-410 gde st- 240 complete all as specified and directed.
S & F for pre- painted Galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
S & F for pre- painted Galvalume aluminum zinc coating GI based plain steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
M&L applying two coats of synthetic enamel paint over a coat of red oxide or zinc chrome primer including preparation of new steel or iron surfaces exc 10 cm width or girth, complete all as specified and directed.
M & L for Excavating in trenches, n exc 1.5 m wide and n exc 1.50 mtr deep and getting out in soft/ loose soil all as specified and directed.
M & L for Brickwork with fly ash bricks, old size bricks, straight or curved on plan exc 6m mean radius built in CM 1 : 6 confirming to complete all as specified and directed.
M & L for rendering 15 mm thick on fair faces of brick work or concrete surfaces in CM (1:4) and finish even and smooth without using extra cement complete all as specified and directed.
M & L for preparation of new plastered or unplastered surface and applying two coats of cement base paint completed all as specified and directed.
M & L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directted.
M & L Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface thick watered and rammed/rolled to a true surface to achieve required density complete all as specified.
M&L for 75 mm thick PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) as in sub base of floor and finishing the surface even and fair with out using extra cement complete all as specified and directed.
M&L for 40 mm thick PCC 1:2:4, type B1 (using 20 mm graded stone aggregate) as in floors or paving including finished the surfac even and smooth without using extra cement complete all as specified and directed.
S & F for 38 mm wide plastic dividing strips, 1.50 mm thick and inserted in position, conform to design complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.
Removing of execavated material n exc 50m and depositing where directed at a level n exc 1.5 mtr above the starting point complete all as specified and directed.
M & L for 75mm thick PCC 1:3:6 , type C-2 (using 40 mm graded stone aggregate) as in plinth protection laid in slope in 1:30 in alternative bays not exceeding 3 mtr in length. Exposed surfaces finished even and smooth without using extra cement including raking out joints between panel to panel and panel to wall and plugging the same with bitumen mastic using bitumen and sand mixture in 1:3 complete all as specified and directed .
M&L for PCC 1:2:4, type B1 (using 20 mm graded stone aggreagte as in coping complete all as specified and directed.
M/S Gupta Builders
REHAN CONSTRUCTIONS
Shikhar ji Enterprises
M/S Rajeev Sharma and Co.
UTTRAKHAND BUILDERS
SHIV SAI ENTERPRISES
M/s J P Bhatia
MD BUILDER
yash enterprises
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