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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.4 CrAccepted-AOC | ₹1.4 Cr | 1 | Accepted-AOC Acceptance Of Tender |
| 2 | 2₹1.7 Cr+₹24.8 L (17.5%)Rejected-Finance | ₹1.7 Cr+₹24.8 L (17.5%) | 2 | Rejected-Finance Not L1 |
| 3 | 3₹2.0 Cr+₹60.1 L (42.4%)Rejected-Finance 5D 95 VRINDAVAN YOJNA RAEBARELI ROAD LUCKNOW UP 226 029 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226029 | ₹2.0 Cr+₹60.1 L (42.4%) | 3 | Rejected-Finance Not L1 |
| 4 | 4₹2.3 Cr+₹87.4 L (61.7%)Rejected-Finance III 6 7 2ND FLOOR ABOVE BANK OF BARODA GOPINATH BAZAR DELHI CANTT 110 010 | DELHI CANTT | NEW DELHI | DELHI | 110010 | ₹2.3 Cr+₹87.4 L (61.7%) | 4 | Rejected-Finance Not L1 |
| 5 | 5₹2.4 Cr+₹1.0 Cr (71.8%)Rejected-Finance FLAT NO 151 BLOCK NO 1 DIAMOND SQUARE CGHS LTD PLOT NO 13A SECTOR 6 DWARKA NEW DELHI 110075 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110075 | ₹2.4 Cr+₹1.0 Cr (71.8%) | 5 | Rejected-Finance Not L1 |
| Sl No | Description | Qty | Unit | Shri Siddhi Vinayak Builders L1 | M/s Ram Singh Agarwal L2 | BAJAJ CONSTRUCTION L3 | MB Enterprises L4 | BRIJ MOHAN LAL AND CO. L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work built in cement mortar or cement lime mortar completed all as specified and directed. | 405 | Cum | 199 ₹80,595 | 180 ₹72,900 Lowest | 550 ₹2,22,750 | 472 ₹1,91,160 | 475 ₹1,92,375 |
| 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. | 652 | Cum | 299 ₹1,94,948 | 98 ₹63,896 Lowest | 500 ₹3,26,000 | 355 ₹2,31,460 | 370 ₹2,41,240 |
| 3.00 | S & F of precast footing design for single column placement of size (base +pedestal) 1450 mm x 900 mm x 800 mm ,have base of 1450 mm x 900mm x 200 mm and hollow pedestal on base having dimensions of 550 mm x 550 mm x 600mm (hollow part 250 mm x 250 mm x 600 mm ), footing is made of high performance self compacting concrete (SSC) of M25 grade has been placed on 100 mm thick PCC of concrete mix 1:3:6 after proper compaction of soil ,footing made with FE 500/550d grade TMT steel reinforcement bars , cured under controlled factory conditions through steam curing ,all manufacturing process must comply with BIS/JIS/ 9001 standards ,the curing process must be maintained using RO water and chiller plants for quality assurance,the formwork used for casting should be made of automobile-grade, water-tight steel, enabling the production of highly accurate and consistent components.concrete mix design of IS:9103 with weight of each RCC footing at least 1015 kg (tolerance limit 3%). Complete all as specified in the drawing and directed as per engineer-in-charge. | 174 | EACH | 13,999 ₹24,35,826 Lowest | 24,750 ₹43,06,500 | 30,000 ₹52,20,000 | 55,000 ₹95,70,000 | 33,000 ₹57,42,000 |
| 4.00 | S & F of precast footing design for double column placement of size (base +pedestal) 1450 mm x 1125 mm x 800 mm ,have base of 1450 mm x 1125mm x 200 mm and hollow pedestal on base having dimensions of 550 mm x 775 mm x 600mm (hollow part 250 mm x 475 mm x 600 mm ), footing is made of high performance self compacting concrete (SSC) of M25 grade has been placed on 100 mm thick PCC of concrete mix 1:3:6 after proper compaction of soil ,footing made with fe 500/550d grade TMT steel reinforcement bars , cured under controlled factory conditions through steam curing ,all manufacturing process must comply with indian standards ,the curing process must be maintained using RO water and chiller plants for quality assurance,the formwork used for casting should be made of automobile-grade, water-tight steel, enabling the production of highly accurate and consistent components.concrete mix design of is:9103 with weight of each rcc footing at least 1280 kg (tolerance limit 3%). Complete all as specified in the drawing and directed as per engineer-in-charge. | 57 | EACH | 18,299 ₹10,43,043 Lowest | 31,150 ₹17,75,550 | 27,000 ₹15,39,000 | 49,000 ₹27,93,000 | 40,000 ₹22,80,000 |
| 5.00 | S&F of precast I shaped column of size 3000mm x 200mm x 200mm, having flange thickness of 60 mm and web thickness 80 mm will place on precast footing and will be grouted , having a bolts fixed at top of column, having 4 mm thick high tensile tendom steel 10 nos in each column which is made of high performance self compacting concrete (SSC) of M40 grade, , cured under controlled factory conditions through steam curing, all manufacturing process must comply with Indian standards. The curing process must be maintained using RO water and chiller plants for quality assurance. The formwork used for casting should be made of automobile-grade, water-tight steel, enabling the production of highly accurate and consistent components. Concrete mix design of is:9103 with weight of each column at least 228 kg (tolerance limit 1.5%) , complete all as specified in the drawing and directed as per engineer-in-charge | 288 | EACH | 8,199 ₹23,61,312 | 5,300 ₹15,26,400 | 4,500 ₹12,96,000 Lowest | 4,500 ₹12,96,000 Lowest | 6,500 ₹18,72,000 |
| 6.00 | S&F of precast panel have one side design as per Engineer-in-charge of size 3000mm x 1200 mm x 65mm having 4 mm thick high tensile tendom steel 10 nos in each panel which is made of high performance self compacting concrete (SSC) of M40 grade with high tensile tendon steel, cured under controlled factory conditions through steam curing. All manufacturing process must comply with Indain standards. The curing process must be maintained using RO water and chiller plants for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Concrete mix design of is:9103 with weight of each panel at least 585 kg (tolerance limit 1%), complete all as specified in the drawing and directed as per engineer-in-charge. | 414 | EACH | 10,199 ₹42,22,386 | 13,200 ₹54,64,800 | 15,000 ₹62,10,000 | 7,500 ₹31,05,000 Lowest | 22,000 ₹91,08,000 |
| 7.00 | S&f of precast panels have design as per Engineer-in-charge of size 3000mm x 300 mm(h) x 65mm having 8 mm thick h steel bars ,3 nos (horizontal) and 10 nos (vertical) in each panel which is made of high performance self compacting concrete (SSC) of M40 grade with fe 500/550d grade tmt steel reinforcement bars and, cured under controlled factory conditions through steam curing. All manufacturing process must comply with Indian standards. The curing process must be maintained using RO water and chiller plants for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Concrete mix design of IS:9103 with weight of each panel at least 146 kg (tolerance limit 1.5%), complete all as specified in the drawing and directed as per Engineer-in-charge. Note for item Nos. 3,4,5,6&7. - Contractor to get the approval of precast factory within 15 days of commencement of work. | 184 | EACH | 2,999 ₹5,51,816 Lowest | 3,100 ₹5,70,400 | 3,500 ₹6,44,000 | 4,500 ₹8,28,000 | 5,000 ₹9,20,000 |
| 8.00 | 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 | 78 | Cum | 6,399 ₹4,99,122 | 5,800 ₹4,52,400 Lowest | 6,500 ₹5,07,000 | 7,300 ₹5,69,400 | 7,000 ₹5,46,000 |
| 9.00 | M&L for cement concrete type D2 1:4:8 (40mm graded aggregates) in foundation filling and mass concrete all as specified and directed | 25 | Cum | 5,199 ₹1,29,975 | 3,800 ₹95,000 Lowest | 6,000 ₹1,50,000 | 5,700 ₹1,42,500 | 5,700 ₹1,42,500 |
| 10.00 | 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 | 151 | Sqm | 349 ₹52,699 | 310 ₹46,810 Lowest | 350 ₹52,850 | 375 ₹56,625 | 370 ₹55,870 |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
25 Oct 2025, 6:00 pmClosed
CWE LUCKNOW
HQ CWE Lucknow, 229 MG Road, LucknowCantt, Lucknow-226002
SPL REPAIR TO SECURITY WALL AND ALLIED WKS AT NGFA UNDER GE (WEST) LUCKNOW
2025_MES_731967_1
CWE/LKO/W/T-79 OF 2025-26
Open Tender
Civil Works
Item Rate
270 days
LUCKNOW
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE WEST LUCKNOW
₹3.6 L
Yes
20 Feb 2026
20 Sept 2025
1 Nov 2025
20 Sept 2025
25 Oct 2025
18 Oct 2025
20 Sept 2025 - 11 Oct 2025
Amount
Demolition of brick work built in cement mortar or cement lime mortar 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.
S & F of precast footing design for single column placement of size (base +pedestal) 1450 mm x 900 mm x 800 mm ,have base of 1450 mm x 900mm x 200 mm and hollow pedestal on base having dimensions of 550 mm x 550 mm x 600mm (hollow part 250 mm x 250 mm x 600 mm ), footing is made of high performance self compacting concrete (SSC) of M25 grade has been placed on 100 mm thick PCC of concrete mix 1:3:6 after proper compaction of soil ,footing made with FE 500/550d grade TMT steel reinforcement bars , cured under controlled factory conditions through steam curing ,all manufacturing process must comply with BIS/JIS/ 9001 standards ,the curing process must be maintained using RO water and chiller plants for quality assurance,the formwork used for casting should be made of automobile-grade, water-tight steel, enabling the production of highly accurate and consistent components.concrete mix design of IS:9103 with weight of each RCC footing at least 1015 kg (tolerance limit 3%). Complete all as specified in the drawing and directed as per engineer-in-charge.
S & F of precast footing design for double column placement of size (base +pedestal) 1450 mm x 1125 mm x 800 mm ,have base of 1450 mm x 1125mm x 200 mm and hollow pedestal on base having dimensions of 550 mm x 775 mm x 600mm (hollow part 250 mm x 475 mm x 600 mm ), footing is made of high performance self compacting concrete (SSC) of M25 grade has been placed on 100 mm thick PCC of concrete mix 1:3:6 after proper compaction of soil ,footing made with fe 500/550d grade TMT steel reinforcement bars , cured under controlled factory conditions through steam curing ,all manufacturing process must comply with indian standards ,the curing process must be maintained using RO water and chiller plants for quality assurance,the formwork used for casting should be made of automobile-grade, water-tight steel, enabling the production of highly accurate and consistent components.concrete mix design of is:9103 with weight of each rcc footing at least 1280 kg (tolerance limit 3%). Complete all as specified in the drawing and directed as per engineer-in-charge.
S&F of precast I shaped column of size 3000mm x 200mm x 200mm, having flange thickness of 60 mm and web thickness 80 mm will place on precast footing and will be grouted , having a bolts fixed at top of column, having 4 mm thick high tensile tendom steel 10 nos in each column which is made of high performance self compacting concrete (SSC) of M40 grade, , cured under controlled factory conditions through steam curing, all manufacturing process must comply with Indian standards. The curing process must be maintained using RO water and chiller plants for quality assurance. The formwork used for casting should be made of automobile-grade, water-tight steel, enabling the production of highly accurate and consistent components. Concrete mix design of is:9103 with weight of each column at least 228 kg (tolerance limit 1.5%) , complete all as specified in the drawing and directed as per engineer-in-charge
S&F of precast panel have one side design as per Engineer-in-charge of size 3000mm x 1200 mm x 65mm having 4 mm thick high tensile tendom steel 10 nos in each panel which is made of high performance self compacting concrete (SSC) of M40 grade with high tensile tendon steel, cured under controlled factory conditions through steam curing. All manufacturing process must comply with Indain standards. The curing process must be maintained using RO water and chiller plants for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Concrete mix design of is:9103 with weight of each panel at least 585 kg (tolerance limit 1%), complete all as specified in the drawing and directed as per engineer-in-charge.
S&f of precast panels have design as per Engineer-in-charge of size 3000mm x 300 mm(h) x 65mm having 8 mm thick h steel bars ,3 nos (horizontal) and 10 nos (vertical) in each panel which is made of high performance self compacting concrete (SSC) of M40 grade with fe 500/550d grade tmt steel reinforcement bars and, cured under controlled factory conditions through steam curing. All manufacturing process must comply with Indian standards. The curing process must be maintained using RO water and chiller plants for quality assurance. The formwork used for casting should be made automobile grade water tight steel enabling the production of highly accurate and consistent components. Concrete mix design of IS:9103 with weight of each panel at least 146 kg (tolerance limit 1.5%), complete all as specified in the drawing and directed as per Engineer-in-charge. Note for item Nos. 3,4,5,6&7. - Contractor to get the approval of precast factory within 15 days of commencement of work.
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
M&L for cement concrete type D2 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
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 12 mm to 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.
M & L for two coats of cement base paint over a coat of primer complete all as specified 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
Returning, for soft/ loose soil, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.
S & F, angle iron (Fe-290 GDE E-165) as in posts, struts in fencing including cutting top to shape required, drilling holes, notching for wire etc complete all speciified and directed
S & F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt exc 22.50cm n exc 30cm long and 16mm to 20mm diameter of neck
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
M/s Ram Singh Agarwal (BID ID -3479522)
BAJAJ CONSTRUCTION (BID ID -3484699)
MB Enterprises (BID ID -3485027)
BRIJ MOHAN LAL AND CO. (BID ID -3484996)
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