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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.7 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹42.1 L+₹2.4 L (6.14%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹42.6 L+₹2.9 L (7.42%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹43.1 L+₹3.4 L (8.60%)Admitted-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 | L4 | Admitted-Finance | |
| 5 | L5₹43.7 L+₹4.0 L (10.2%)Admitted-Finance PLOT NO 42 SURAJ NAGAR MANKAPUR RING ROAD NAGPUR 440013 | NAGPUR | NAGPUR | MAHARASHTRA | 440013 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MB Enterprises L6 | Dua Construction L5 | MAA BHAWANI CONSTRUCTION L3 | SIDDHI VINAYAK CONSTRUCTION L2 | BRIJ MOHAN LAL AND CO. L4 | M/S SK Engineers L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling posts or struts(wood ,steel or RCC) of any section including taking out embedded portion of concrete, brick work of any and making good disturbed ground all as specified and directed. | 110 | RM | 225 ₹24,750 | 50 ₹5,500 Lowest | 100 ₹11,000 | 208 ₹22,880 | 210 ₹23,100 | 200 ₹22,000 |
| 2.00 | Dismantling existing barbed wire/plain wire/ chain link fencing any type from RCC/Steel/Wooden posts complete etc all as specified and as directed. | 330 | Sqm | 125 ₹41,250 | 80 ₹26,400 | 100 ₹33,000 | 100 ₹33,000 | 60 ₹19,800 | 50 ₹16,500 Lowest |
| 3.00 | M & L for brickwork with old sized fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 Incl Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches , pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles. all as specified and directed. | 4 | Cum | 8,500 ₹34,000 | 5,500 ₹22,000 Lowest | 6,500 ₹26,000 | 6,000 ₹24,000 | 6,950 ₹27,800 | 6,800 ₹27,200 |
| 4.00 | 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. | 60 | Sqm | 650 ₹39,000 | 300 ₹18,000 | 210 ₹12,600 Lowest | 250 ₹15,000 | 465 ₹27,900 | 450 ₹27,000 |
| 5.00 | Preparation of new plaster surfaces of wall and applying two coats of cement base paint complete all as specified as directed. | 60 | Sqm | 125 ₹7,500 | 50 ₹3,000 Lowest | 80 ₹4,800 | 50 ₹3,000 Lowest | 90 ₹5,400 | 80 ₹4,800 |
| 6.00 | 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 complete all as specified and directed. | 59.6 | Cum | 525 ₹31,290 | 300 ₹17,880 | 200 ₹11,920 Lowest | 5,000 ₹2,98,000 | 420 ₹25,032 | 400 ₹23,840 |
| 7.00 | Returning / filling in layers including spreding, leveling, watering and well ramming in layers not exc 25cm in soft/loose soil complete all as specified. | 19.2 | Cum | 125 ₹2,400 | 50 ₹960 Lowest | 200 ₹3,840 | 5,000 ₹96,000 | 115 ₹2,208 | 100 ₹1,920 |
| 8.00 | Removing excavated soil to a distance exc 250 but not exc 500 m and depositing whereas directed as a level n, exc 1.5m above the starting point complete all as specified. | 40.4 | Cum | 750 ₹30,300 | 50 ₹2,020 Lowest | 200 ₹8,080 | 2,000 ₹80,800 | 520 ₹21,008 | 500 ₹20,200 |
| 9.00 | M & L for cement concrete type D2 1:4:8 (40mm graded aggregates) in foundation filling and mass concrete complete all as specified and directed. | 6.5 | Cum | 5,500 ₹35,750 | 3,500 ₹22,750 Lowest | 5,000 ₹32,500 | 6,000 ₹39,000 | 4,300 ₹27,950 | 4,000 ₹26,000 |
| 10.00 | S & F of precast I-shaped pillar of size 200mm x 200mmx2400mm as per drawing, having flange thickness of 60mm and web thickness 80mm will place on PCC base size 750mmx750mmx100mm, grouted into pit size 600mmx600mmx900mm using shuttering with concrete ratio 1:2:4 (The details of column comprising of following i.e having a cap fixed at top of the column, having 4mm thick high tensile tendom steel 10 nos in each column which is made of high performance self compacting concrete (SCC) of M-40 grade, cured under controlled factory conditions, 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 185 kg (tolerance limit 1.5%) complete all as specified in drawing and directed Engr-in-Charge.
NOTE:- (i) PCC of sub base and grouting shall be measured and paid separately under relevant item of BoQ.
(ii) Contractor to get the approval of precast factory within 15 days of commencement of work and all precast item will be supplied from single OEM to ensure quality
(iii) Please refer drawing sheet No 1/1 to 1/2 for pillar & panels is enclosed.
(iv) Contractor shall upload MoU with precast fabricated manufacturer meeting all the condition and specification mentioned in CA during the time of bidding | 89 | Each | 8,500 ₹7,56,500 | 8,500 ₹7,56,500 | 13,550 ₹12,05,950 | 7,600 ₹6,76,400 | 6,800 ₹6,05,200 | 6,500 ₹5,78,500 Lowest |
Tender Value
₹37.8 L
EMD Value
₹75,600
Closing Date
29 Jul 2026, 6:00 pmClosed
GE (WEST) LUCKNOW
GE (WEST) LUCKNOW PIN 226002 C/O 56 APO
SPL REPAIR TO FENCING GFA FAFA MD ACCN UNDER GE (WEST) LUCKNOW
2026_MES_775778_1
GE/W/LKO/T-50 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
LUCKNOW
AS PER NIT AND TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE (WEST) LUCKNOW
₹75,600
Yes
19 Aug 2026
1 Jul 2026
31 Jul 2026
1 Jul 2026
29 Jul 2026
15 Jul 2026
1 Jul 2026 - 8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling posts or struts(wood ,steel or RCC) of any section including taking out embedded portion of concrete, brick work of any and making good disturbed ground all as specified and directed. | 110 | RM | - | - |
| 2 | Dismantling existing barbed wire/plain wire/ chain link fencing any type from RCC/Steel/Wooden posts complete etc all as specified and as directed. | 330 | Sqm | - | - |
| 3 | M & L for brickwork with old sized fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 Incl Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches , pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles. all as specified and directed. | 4 | Cum | - | - |
| 4 | 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. | 60 | Sqm | - | - |
| 5 | Preparation of new plaster surfaces of wall and applying two coats of cement base paint complete all as specified as directed. | 60 | Sqm | - | - |
| 6 | 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 complete all as specified and directed. | 59.6 | Cum | - | - |
| 7 | Returning / filling in layers including spreding, leveling, watering and well ramming in layers not exc 25cm in soft/loose soil complete all as specified. | 19.2 | Cum | - | - |
| 8 | Removing excavated soil to a distance exc 250 but not exc 500 m and depositing whereas directed as a level n, exc 1.5m above the starting point complete all as specified. | 40.4 | Cum | - | - |
| 9 | M & L for cement concrete type D2 1:4:8 (40mm graded aggregates) in foundation filling and mass concrete complete all as specified and directed. | 6.5 | Cum | - | - |
| 10 | S & F of precast I-shaped pillar of size 200mm x 200mmx2400mm as per drawing, having flange thickness of 60mm and web thickness 80mm will place on PCC base size 750mmx750mmx100mm, grouted into pit size 600mmx600mmx900mm using shuttering with concrete ratio 1:2:4 (The details of column comprising of following i.e having a cap fixed at top of the column, having 4mm thick high tensile tendom steel 10 nos in each column which is made of high performance self compacting concrete (SCC) of M-40 grade, cured under controlled factory conditions, 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 185 kg (tolerance limit 1.5%) complete all as specified in drawing and directed Engr-in-Charge.
NOTE:- (i) PCC of sub base and grouting shall be measured and paid separately under relevant item of BoQ.
(ii) Contractor to get the approval of precast factory within 15 days of commencement of work and all precast item will be supplied from single OEM to ensure quality
(iii) Please refer drawing sheet No 1/1 to 1/2 for pillar & panels is enclosed.
(iv) Contractor shall upload MoU with precast fabricated manufacturer meeting all the condition and specification mentioned in CA during the time of bidding | 89 | Each | - | - |
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