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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.4 LAccepted-Finance MATRI BHAVAN 80 UTTAR PANCHANNA GRAM FLAT NO B 2 1ST FLOOR S E W S PO VIP NAGAR PS ANANDAPUR KOLKATA 700100 WB | KOLKATA | WEST BENGAL | 700100 | ₹46.4 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹47.0 L+₹60,504.66 (1.30%)Rejected-Finance 15 1 1F MAYUR BHANJ ROAD POLICE STATION EKBALPORE KOLKATA 700023 | KOLKATA | KOLKATA | WEST BENGAL | 700023 | ₹47.0 L+₹60,504.66 (1.30%) | L2 | Rejected-Finance Not Being L1 |
| 3 | L3₹48.1 L+₹1.7 L (3.71%)Rejected-Finance VILL KONGORERAIMA PO KONGORERAIMA PS ANANDAPUR BLOCK KESHPUR DIST PASCHIM MEDINIPUR PIN 721122 WB | MEDINIPUR WEST | WEST BENGAL | 721122 | ₹48.1 L+₹1.7 L (3.71%) | L3 | Rejected-Finance Not Being L1 |
| 4 | L4₹48.3 L+₹2.0 L (4.26%)Rejected-Finance FLAT NO B2 2 13 RABINDRANAGAR M B ROAD KOLKATA 700 060 | KOLKATA | WEST BENGAL | 700060 | ₹48.3 L+₹2.0 L (4.26%) | L4 | Rejected-Finance Not Being L1 |
| 5 | L5₹48.6 L+₹2.2 L (4.76%)Rejected-Finance | ₹48.6 L+₹2.2 L (4.76%) | L5 | Rejected-Finance Not Being L1 |
| Sl No | Description | Qty | Unit | JAY MA TARA TRADERS L5 | JHAWAR SUPPLIERS L8 | DIPAK ENTERPRISE L2 | RUNGTA STEEL CORPORATION L1 | DGR CONSTRUCTION L7 | CIVCON L6 | Piu Projects L4 | S M ENTERPRISE L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of reinforced Concrete of any description and in any position not otherwise specifically provided complete all as specified and directed. | 8 | Cum | 870 ₹6,960 | 760 ₹6,080 Lowest | 915 ₹7,320 | 900 ₹7,200 | 890 ₹7,120 | 955 ₹7,640 | 805 ₹6,440 | 835 ₹6,680 |
| 2.00 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. | 5 | per Qtl | 1,040 ₹5,200 | 885 ₹4,425 Lowest | 980 ₹4,900 | 980 ₹4,900 | 1,050 ₹5,250 | 970 ₹4,850 | 985 ₹4,925 | 970 ₹4,850 |
| 3.00 | Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. | 63 | Cum | 430 ₹27,090 | 390 ₹24,570 | 405 ₹25,515 | 370 ₹23,310 Lowest | 410 ₹25,830 | 455 ₹28,665 | 425 ₹26,775 | 435 ₹27,405 |
| 4.00 | Excavating over areas exc 1.5m and n.exc 3.0 m deep and getting out in soft/loose soil complete all as specified and directed. | 25.2 | Cum | 480 ₹12,096 | 430 ₹10,836 | 435 ₹10,962 | 420 ₹10,584 Lowest | 455 ₹11,466 | 490 ₹12,348 | 480 ₹12,096 | 465 ₹11,718 |
| 5.00 | M & L for plain cement concrete (1:4:8) type D2(using 40 mm stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. | 6.4 | CUM | 9,750 ₹62,400 | 8,650 ₹55,360 | 9,600 ₹61,440 | 6,200 ₹39,680 Lowest | 8,450 ₹54,080 | 9,950 ₹63,680 | 8,900 ₹56,960 | 8,900 ₹56,960 |
| 6.00 | M&L for Use & waste of formwork to sides of foundations,pile cap, footing,grid beam,plinth beam etc of Rough finished square, rectangular or polygonal surface complete all as specified and as directed. | 40.05 | Sqm | 325 ₹13,016.25 | 325 ₹13,016.25 | 345 ₹13,817.25 | 375 ₹15,018.75 | 315 ₹12,615.75 | 365 ₹14,618.25 | 305 ₹12,215.25 Lowest | 425 ₹17,021.25 |
| 7.00 | M&L for Use and waste of Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. | 27.84 | Sqm | 410 ₹11,414.4 | 470 ₹13,084.8 | 405 ₹11,275.2 Lowest | 490 ₹13,641.6 | 460 ₹12,806.4 | 425 ₹11,832 | 415 ₹11,553.6 | 495 ₹13,780.8 |
| 8.00 | M&L for Mild steel TMT bars, 10 mm dia and over cut to length bent to shape required , including cranking , bending, spirally for hooping for columns , hooking ends and binding with mild steel wire (annealed) not less 0.9mm dia of securing with clips complete all as specified and directed. | 1,235.43 | Kg | 166 ₹2,05,081.38 | 160 ₹1,97,668.8 | 170 ₹2,10,023.1 | 135 ₹1,66,783.05 Lowest | 162 ₹2,00,139.66 | 165 ₹2,03,845.95 | 165 ₹2,03,845.95 | 168 ₹2,07,552.24 |
| 9.00 | M&L for Mild steel TMT bars, of 5 mm dia and over upto and including 10mm dia, cut to length bent to shape required , including cranking , bending, spirally for hooping for in stirrups, spacers and binders complete all as specified and as directed. | 540.67 | Kg | 165 ₹89,210.55 | 164 ₹88,669.88 | 174 ₹94,076.58 | 138 ₹74,612.46 Lowest | 165 ₹89,210.55 | 162 ₹87,588.54 | 168 ₹90,832.56 | 170 ₹91,913.9 |
| 10.00 | M & L for Reinforced Cement Concrete (Design Mix) of M30 grade concrete in foundation including raft, foundation beams, plinth beam, bases for columns etc footing basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 17.49 | Cum | 11,500 ₹2,01,135 | 10,900 ₹1,90,641 | 11,200 ₹1,95,888 | 10,200 ₹1,78,398 Lowest | 10,400 ₹1,81,896 | 11,800 ₹2,06,382 | 11,105 ₹1,94,226.45 | 10,900 ₹1,90,641 |
Tender Value
₹43.9 L
EMD Value
₹87,800
Closing Date
6 Aug 2026, 6:00 pmClosed
GE (I) (CGN) KOLKATA
GE (I) (CGN) KOLKATA
PROVISION OF COVERED SHELTER FOR SECURITY PERSONNEL AT ENTRANCE GATE OF MARRIED ACCOMODATION AT NEW TOWN KOLKATA UNDER GE (I) (CGN) KOLKATA
2026_MES_778914_1
8701/17/2026-27/E8
Open Tender
Civil Works
Item Rate
180 days
KOLKATA
As per tender documents
9 documents required · 9 mandatory
₹500
GE (I) (CGN)
₹87,800
Yes
22 Sept 2026
16 Jul 2026
7 Aug 2026
16 Jul 2026
6 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of reinforced Concrete of any description and in any position not otherwise specifically provided complete all as specified and directed. | 8 | Cum | - | - |
| 2 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. | 5 | per Qtl | - | - |
| 3 | Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soil complete all as specified and directed. | 63 | Cum | - | - |
| 4 | Excavating over areas exc 1.5m and n.exc 3.0 m deep and getting out in soft/loose soil complete all as specified and directed. | 25.2 | Cum | - | - |
| 5 | M & L for plain cement concrete (1:4:8) type D2(using 40 mm stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. | 6.4 | CUM | - | - |
| 6 | M&L for Use & waste of formwork to sides of foundations,pile cap, footing,grid beam,plinth beam etc of Rough finished square, rectangular or polygonal surface complete all as specified and as directed. | 40.05 | Sqm | - | - |
| 7 | M&L for Use and waste of Formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified and directed. | 27.84 | Sqm | - | - |
| 8 | M&L for Mild steel TMT bars, 10 mm dia and over cut to length bent to shape required , including cranking , bending, spirally for hooping for columns , hooking ends and binding with mild steel wire (annealed) not less 0.9mm dia of securing with clips complete all as specified and directed. | 1,235.43 | Kg | - | - |
| 9 | M&L for Mild steel TMT bars, of 5 mm dia and over upto and including 10mm dia, cut to length bent to shape required , including cranking , bending, spirally for hooping for in stirrups, spacers and binders complete all as specified and as directed. | 540.67 | Kg | - | - |
| 10 | M & L for Reinforced Cement Concrete (Design Mix) of M30 grade concrete in foundation including raft, foundation beams, plinth beam, bases for columns etc footing basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 17.49 | Cum | - | - |
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