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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.8 LAccepted-AOC 193 E SHANTI PALLI PUSHPAHAR CO OPERATIVE KOLKATA 700107 | KOLKATA | WEST BENGAL | 700107 | ₹49.8 L | L1 | Accepted-AOC AOC |
| 2 | L2₹51.3 L+₹1.5 L (3.08%)Rejected-Finance | ₹51.3 L+₹1.5 L (3.08%) | L2 | Rejected-Finance Not being L1 |
| 3 | L3₹51.7 L+₹1.9 L (3.86%)Rejected-Finance VILL PO MATHUR PS RAMNAGAR DISTT SOUTH 24 PGS PIN 743368 WB | 24 PARAGANAS SOUTH | WEST BENGAL | 743368 | ₹51.7 L+₹1.9 L (3.86%) | L3 | Rejected-Finance Not being L1 |
| 4 | L4₹53.4 L+₹3.6 L (7.20%)Rejected-Finance 110 5 BONOMALI NASKAR ROAD BEHALA PARNASHREE PARNASHREE KOLKATA WEST BENGAL 700060 | KOLKATA | WEST BENGAL | 700060 | ₹53.4 L+₹3.6 L (7.20%) | L4 | Rejected-Finance Not being L1 |
| 5 | L5₹54.9 L+₹5.1 L (10.3%)Rejected-Finance VILL KONGORERAIMA PO KONGORERAIMA PS ANANDAPUR BLOCK KESHPUR DIST PASCHIM MEDINIPUR PIN 721122 WB | MEDINIPUR WEST | WEST BENGAL | 721122 | ₹54.9 L+₹5.1 L (10.3%) | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | EAST COAST STANDARD PRODUCTS L7 | S B ENTERPRISE L4 | KAY BEE ASSOCIATES L2 | Megatrend Systems L6 | Ultimate Solution Company L1 | RANJIT KUMAR HALDER L3 | S M ENTERPRISE L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Surface dressing n exc 15 cm deep in soft/loose soil and geting out complete all as specified and directed. | 240 | Sqm | 35 ₹8,400 | 33 ₹7,920 | 32 ₹7,680 | 34 ₹8,160 | 30 ₹7,200 Lowest | 31 ₹7,440 | 34 ₹8,160 |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 15 | Cum | 460 ₹6,900 | 432 ₹6,480 | 411 ₹6,165 | 455 ₹6,825 | 328 ₹4,920 Lowest | 403 ₹6,045 | 450 ₹6,750 |
| 3.00 | M&L for Sand filling under floors or in foundations including watering and consolidation as specified or directed by Engr In Charge. | 25 | Cum | 2,380 ₹59,500 | 2,205 ₹55,125 | 2,100 ₹52,500 | 2,315 ₹57,875 | 1,901 ₹47,525 Lowest | 2,061 ₹51,525 | 2,311 ₹57,775 |
| 4.00 | M&L for Cement concrete (1:4:8) using 40 mm graded stone aggregate as in foundation filling and mass concrete as specified or directed by Engr in Charge . | 15 | Cum | 7,107 ₹1,06,605 | 6,630 ₹99,450 | 6,310 ₹94,650 | 6,900 ₹1,03,500 | 6,000 ₹90,000 Lowest | 6,500 ₹97,500 | 6,800 ₹1,02,000 |
| 5.00 | M&L for TMT Bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending and binding with and including Mild Steel Wire (annealed) not less than 0.90 mm, complete all as specified and as directed. | 4,600 | Kg | 110 ₹5,06,000 Lowest | 110 ₹5,06,000 Lowest | 110 ₹5,06,000 Lowest | 110 ₹5,06,000 Lowest | 115 ₹5,29,000 | 115 ₹5,29,000 | 111 ₹5,10,600 |
| 6.00 | M&L for TMT Bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length, bent to shape required including cranking, bending and binding with and including Mild Steel Wire (annealed) not less than 0.90 mm, complete all as specified and as directed. | 2,400 | Kg | 103 ₹2,47,200 | 95 ₹2,28,000 | 90 ₹2,16,000 | 100 ₹2,40,000 | 115 ₹2,76,000 | 89 ₹2,13,600 Lowest | 100 ₹2,40,000 |
| 7.00 | M&L for use and waste for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; roof beam and similar work; vertical or to batter complete all as specified and directed. | 122 | Sqm | 670 ₹81,740 | 620 ₹75,640 | 590 ₹71,980 | 651 ₹79,422 | 422 ₹51,484 Lowest | 620 ₹75,640 | 700 ₹85,400 |
| 8.00 | M&L for use and waste for Formwork to sides of pillars,posts, struts, piers, columns and stanchions complete all as specified and directed. | 162.54 | Sqm | 940 ₹1,52,787.6 | 892.5 ₹1,45,066.95 | 850 ₹1,38,159 | 925 ₹1,50,349.5 | 422 ₹68,591.88 Lowest | 840 ₹1,36,533.6 | 920 ₹1,49,536.8 |
| 9.00 | M&L for use and waste for form work to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc also splays between floors and beams for rough finished surfaces of concrete flat complete all as specified and directed | 115 | Sqm | 540 ₹62,100 | 500 ₹57,500 | 525 ₹60,375 | 525 ₹60,375 | 445 ₹51,175 Lowest | 515 ₹59,225 | 566 ₹65,090 |
| 10.00 | M&L for RCC (Design mix) M-30 (20 mm graded aggregate) foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete as specified or directed by Engr in Charge . | 43 | Cum | 10,000 ₹4,30,000 | 9,370 ₹4,02,910 | 8,940 ₹3,84,420 | 9,840 ₹4,23,120 | 9,800 ₹4,21,400 | 8,760 ₹3,76,680 Lowest | 9,900 ₹4,25,700 |
Tender Value
₹49.2 L
EMD Value
₹98,400
Closing Date
2 Jul 2026, 6:00 pmClosed
GE (I) (CGN) KOLKATA
GE (I) (CGN) KOLKATA 700023
PROVISION OF COVERED PVC BADMINTON COURT AND FABRICATION AND INSTALLATION OF OBSTACLE NO 10 FOR GTO GROUND AT SSB (KOLKATA) DIAMOND HARBOUR UNDER GE (I) (CGN) KOLKATA
2026_MES_771634_1
8701/15/2026-2027/E8
Open Tender
Civil Works
Item Rate
180 days
Diamond harbour
As per tender documents
9 documents required · 9 mandatory
₹500
GE (I) (CGN)
₹98,400
Yes
12 Sept 2026
12 Jun 2026
3 Jul 2026
12 Jun 2026
2 Jul 2026
26 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for Surface dressing n exc 15 cm deep in soft/loose soil and geting out complete all as specified and directed. | 240 | Sqm | - | - |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 15 | Cum | - | - |
| 3 | M&L for Sand filling under floors or in foundations including watering and consolidation as specified or directed by Engr In Charge. | 25 | Cum | - | - |
| 4 | M&L for Cement concrete (1:4:8) using 40 mm graded stone aggregate as in foundation filling and mass concrete as specified or directed by Engr in Charge . | 15 | Cum | - | - |
| 5 | M&L for TMT Bars 10 mm dia and over, cut to length, bent to shape required including cranking, bending and binding with and including Mild Steel Wire (annealed) not less than 0.90 mm, complete all as specified and as directed. | 4,600 | Kg | - | - |
| 6 | M&L for TMT Bars 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length, bent to shape required including cranking, bending and binding with and including Mild Steel Wire (annealed) not less than 0.90 mm, complete all as specified and as directed. | 2,400 | Kg | - | - |
| 7 | M&L for use and waste for Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; roof beam and similar work; vertical or to batter complete all as specified and directed. | 122 | Sqm | - | - |
| 8 | M&L for use and waste for Formwork to sides of pillars,posts, struts, piers, columns and stanchions complete all as specified and directed. | 162.54 | Sqm | - | - |
| 9 | M&L for use and waste for form work to sides and soffits of floor or roof beams, beam haunching, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc also splays between floors and beams for rough finished surfaces of concrete flat complete all as specified and directed | 115 | Sqm | - | - |
| 10 | M&L for RCC (Design mix) M-30 (20 mm graded aggregate) foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under reamed piles and mass concrete as specified or directed by Engr in Charge . | 43 | Cum | - | - |
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