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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹96.5 LAccepted-AOC | 1 | Accepted-AOC Acceptance of tender | |
| 2 | 2₹1.0 Cr+₹3.6 L (3.62%)Rejected-Finance 09 NEHRU ROAD SADAR BAZAR LUCKNOW 226002 | LUCKNOW | UTTAR PRADESH | 226002 | 2 | Rejected-Finance Not L1 | |
| 3 | 3₹1.0 Cr+₹5.7 L (5.74%)Rejected-Finance | 3 | Rejected-Finance Not L1 | |
| 4 | 4₹1.0 Cr+₹5.8 L (5.94%)Rejected-Finance 67 KAILASH VIHAR TIWARIPUR BAGIA JAJMAU KANPUR 208010 | KANPUR | KANPUR NAGAR | UTTAR PRADESH | 208010 | 4 | Rejected-Finance Not L1 | |
| 5 | 5₹1.1 Cr+₹7.0 L (7.12%)Rejected-Finance | 5 | Rejected-Finance Not L1 |
| Sl No | Description | Qty | Unit | Ashirwad Contractor and Supplier L4 | M/s Sahu Associates L1 | M/s Vimal Traders L7 | M/s Ram Singh Agarwal L5 | Shri Siddhi Vinayak Builders L3 | Yadav Builders L2 | R K CONTRACTOR AND SUPPLIERS L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work and concrete like coping etc built in CM completed all as specified and directed. | 461.45 | Cum | 100 ₹46,145 | 250 ₹1,15,362.5 | 160 ₹73,832 | 110 ₹50,759.5 | 101 ₹46,606.45 | 99 ₹45,683.55 | 50 ₹23,072.5 Lowest |
| 2.00 | Excavation in trenches n.exc 1.5 m in depth for foundation n.exc. 10 Sqm on plan and n.exc 1.5 mtr in depth and getting out complete in soft/loose soil as directed. | 1,358.62 | Cum | 120 ₹1,63,034.4 | 50 ₹67,931 Lowest | 120 ₹1,63,034.4 | 110 ₹1,49,448.2 | 119 ₹1,61,675.78 | 100 ₹1,35,862 | 75 ₹1,01,896.5 |
| 3.00 | M&L for cement concrete type C2 1:4:8 (40mm graded aggregates) in foundation filling and mass concrete all as specified and directed | 120.81 | Cum | 3,000 ₹3,62,430 Lowest | 4,000 ₹4,83,240 | 3,300 ₹3,98,673 | 3,500 ₹4,22,835 | 4,299 ₹5,19,362.19 | 3,200 ₹3,86,592 | 3,000 ₹3,62,430 Lowest |
| 4.00 | M&L for Form work rough finished surfaces of concrete side of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work flat, vertical complete all as specified | 726.6 | Sqm | 200 ₹1,45,320 | 250 ₹1,81,650 | 260 ₹1,88,916 | 305 ₹2,21,613 | 209 ₹1,51,859.4 | 300 ₹2,17,980 | 150 ₹1,08,990 Lowest |
| 5.00 | M&L for form work to sides of pillar, posts, struts, columns etc all as specified and directed | 865.86 | Sqm | 200 ₹1,73,172 | 250 ₹2,16,465 | 280 ₹2,42,440.8 | 320 ₹2,77,075.2 | 239 ₹2,06,940.54 | 315 ₹2,72,745.9 | 150 ₹1,29,879 Lowest |
| 6.00 | M&L for form work to sides and soffits of beams lintel band and the like all as specified and directed. | 560 | Sqm | 200 ₹1,12,000 | 250 ₹1,40,000 | 320 ₹1,79,200 | 305 ₹1,70,800 | 269 ₹1,50,640 | 300 ₹1,68,000 | 150 ₹84,000 Lowest |
| 7.00 | M&L for RCC M-25 design mix (using 20 mm graded stone agg) in foundation, footings, etc all as specified and directed | 301.02 | Cum | 6,500 ₹19,56,630 | 5,600 ₹16,85,712 Lowest | 6,600 ₹19,86,732 | 6,000 ₹18,06,120 | 5,899 ₹17,75,716.98 | 5,900 ₹17,76,018 | 6,000 ₹18,06,120 |
| 8.00 | M&L for RCC M-25 Reinforced cement concrete design mix (using 20 mm graded stone agg) in colomns, pillars, piers, posts and struts etc all as specified and directed | 56.51 | Cum | 6,500 ₹3,67,315 | 5,600 ₹3,16,456 Lowest | 6,600 ₹3,72,966 | 6,000 ₹3,39,060 | 5,899 ₹3,33,352.49 | 5,900 ₹3,33,409 | 6,000 ₹3,39,060 |
| 9.00 | M&L for RCC M-25 Reinforced cement concrete design mix (using 20 mm graded stone agg) in beam cantilevers, bressummers, lintels over 1.5 m span etc all as specified and directed | 47.86 | Cum | 6,500 ₹3,11,090 | 5,600 ₹2,68,016 Lowest | 6,600 ₹3,15,876 | 6,000 ₹2,87,160 | 5,899 ₹2,82,326.14 | 5,900 ₹2,82,374 | 6,000 ₹2,87,160 |
| 10.00 | M&L for Brickwork with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4) complete, all as specified and directed | 374 | Cum | 6,300 ₹23,56,200 | 6,500 ₹24,31,000 | 6,400 ₹23,93,600 | 5,900 ₹22,06,600 | 6,249 ₹23,37,126 | 5,800 ₹21,69,200 Lowest | 6,500 ₹24,31,000 |
Tender Value
₹1.3 Cr
EMD Value
₹2.0 L
Closing Date
19 Jul 2025, 6:00 pmClosed
CWE LUCKNOW
HQ CWE Lucknow, 229 MG Road, LucknowCantt, Lucknow-226002
SPL REPAIR TO BDY WALL AND FENCING WK AT HQ CENTRAL COMD CAMP ALONG USMAN ROAD UNDER GE (WEST) LUCKNOW
2025_MES_714397_1
CWE/LKO/W/T-06 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
LUCKNOW
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE West LUCKNOW
₹2.0 L
Yes
24 Sept 2025
14 Jun 2025
26 Jul 2025
14 Jun 2025
19 Jul 2025
5 Jul 2025
14 Jun 2025 - 5 Jul 2025
Amount
Demolition of brick work and concrete like coping etc built in CM completed all as specified and directed.
Excavation in trenches n.exc 1.5 m in depth for foundation n.exc. 10 Sqm on plan and n.exc 1.5 mtr in depth and getting out complete in soft/loose soil as directed.
M&L for cement concrete type C2 1:4:8 (40mm graded aggregates) in foundation filling and mass concrete all as specified and directed
M&L for Form work rough finished surfaces of concrete side of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work flat, vertical complete all as specified
M&L for form work to sides of pillar, posts, struts, columns etc all as specified and directed
M&L for form work to sides and soffits of beams lintel band and the like all as specified and directed.
M&L for RCC M-25 design mix (using 20 mm graded stone agg) in foundation, footings, etc all as specified and directed
M&L for RCC M-25 Reinforced cement concrete design mix (using 20 mm graded stone agg) in colomns, pillars, piers, posts and struts etc all as specified and directed
M&L for RCC M-25 Reinforced cement concrete design mix (using 20 mm graded stone agg) in beam cantilevers, bressummers, lintels over 1.5 m span etc all as specified and directed
M&L for Brickwork with old size fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4) complete, all as specified and directed
S&F for MS TMT bars 10 mm dia and over, cut to length, bent to shape required incl cranking bending spirally for hooping for coloumn hooking ends and binding with and incl mild steel wire annealed not less than 0.9mm dia or securing with clips all as specified and directed
S&F for MS TMT bars 5mm to 10 mm dia and over, cut to length, bent to shape required incl cranking bending spirally for hooping for coloumn hooking ends and binding with and incl mild steel wire annealed not less than 0.9mm dia or securing with clips all as specified and directed
M&L for rendering/plaster by using readymix mixture of thickness 15 mm on newly prepared surface and plastering the wall surface with white cement based polymer modified self curing mortar, all complete as per the direction of Engineer-in-Charge.Make-JKCement/Birla/Ultratech.
Returning, filling in including spreading leveling, watering and well ramming in layers not exceeding 25cm in soft/loose soil as required and directed
Removing excavated materials n exc 50 mtr and depositing where directed at a level n. exc. 1.5 Mtr above the starting point all as specified and directed
M & L for two coats of cement base paint over a coat of primer complete all as specified and directed.
S & F, angle iron (Fe-310) as in posts, struts in fencing including cutting top to shape required, drilling holes, notching for wire etc embedded in concrete complete all speciified and directed
S & F of galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire complete all speciified and directed
M & L, two coats of synthetic enamelled paint over a coat of red oxide primer including preparation of new steel/iron surfaces exceeding 10cm width or girth.complete all speciified and directed
Yadav Builders (BID ID -3362657)
Shri Siddhi Vinayak Builders (BID ID -3363813)
Ashirwad Contractor and Supplier (BID ID -3355980)
M/s Ram Singh Agarwal (BID ID -3359670)
R K CONTRACTOR AND SUPPLIERS (BID ID -3356606)
M/s Vimal Traders (BID ID -3356888)
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