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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H3₹42.3 L−₹2.9 L (6.35%)Accepted-AOC VILL PO CHOMON NEAR AIR FORCE STATION ADAMPUR JALANDHAR PB | JALANDHAR | JALANDHAR | PUNJAB | H3 | Accepted-AOC Contract awarded to M/s Jai Engineers being lowest bidder | |
| 2 | H1₹45.2 LRejected-Finance | H1 | Rejected-Finance Higher rate quoted than H3 | |
| 3 | H2₹44.1 L−₹1.1 L (2.51%)Rejected-Finance VILL BONOGRAM PO RANDIA P S BUDBUD DIST BURDWAN PIN 713120 WB | BURDWAN | BURDWAN | WEST BENGAL | 713120 | H2 | Rejected-Finance Higher rate quoted than H3 |
| Sl No | Description | Qty | Unit | M/s S A TRADING H2 | MS ROYAL CONSTRUCTION INDEX NO 158 2010 BKP H1 | M/S JAI ENGINEERS H3 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition of brickwork or stone/ boulder masonry, laid in cement mortar or cement lime mortar complete all as specified and directed. | 172 | Cum | 420 ₹72,240 | 480 ₹82,560 | 350 ₹60,200 Lowest |
| 2.00 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for drain work and removal of rubbish off the site complete all as specified and directed. | 54 | Cum | 400 ₹21,600 Lowest | 480 ₹25,920 | 400 ₹21,600 Lowest |
| 3.00 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil
Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. | 210 | Cum | 410 ₹86,100 | 450 ₹94,500 | 375 ₹78,750 Lowest |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed. | 20 | Cum | 82 ₹1,640 | 120 ₹2,400 | 60 ₹1,200 Lowest |
| 5.00 | Removing excavated material exc. 500 m or part thereof beyond 500 m and upto total distance of 1.5 km at a level not exc. 1.5 m above the starting point complete all as specified and as directed. | 190 | Cum | 125 ₹23,750 | 130 ₹24,700 | 110 ₹20,900 Lowest |
| 6.00 | M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. | 165 | Cum | 1,853 ₹3,05,745 | 1,900 ₹3,13,500 | 1,620 ₹2,67,300 Lowest |
| 7.00 | M & L for Cement concrete (1:4:8) Type D2 using 40 mm graded aggregates as in foundations, filling and mass-concrete complete all as specified and directed. | 80 | Cum | 6,540 ₹5,23,200 | 6,600 ₹5,28,000 | 6,422 ₹5,13,760 Lowest |
| 8.00 | M & L for Cement concrete (1:3:6) Type C2 using 40 mm graded aggregates as in foundations, filling and mass-concrete complete all as specified and directed. | 80 | Cum | 7,200 ₹5,76,000 | 7,300 ₹5,84,000 | 7,180 ₹5,74,400 Lowest |
| 9.00 | M&L for brickwork with fly ash old size bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4) complete all as specified and directed. | 240 | Cum | 8,525 ₹20,46,000 | 8,620 ₹20,68,800 | 8,389 ₹20,13,360 Lowest |
| 10.00 | M&L for cement concrete type B-2, 1:2:4 (using 40 mm graded stone aggregate) in surface channels and drains for benching complete all as specified and directed. | 30 | Cum | 7,510 ₹2,25,300 | 7,655 ₹2,29,650 | 7,399 ₹2,21,970 Lowest |
Tender Value
₹45.2 L
EMD Value
₹90,500
Closing Date
26 May 2026, 6:00 pmClosed
GE PANNGARH
GARRISON ENGINEER PANAGARH, MILITARY ENGINEER SERVICES, PO-PANAGARH, DISTT- BURDWAN, STATE-WEST BENGAL PIN-713420
All as per BOQ
2026_MES_763251_1
8500-593/E8
Open Tender
Civil Works
Works
180 days
PANNGARH
As per tender documents
6 documents required · 6 mandatory
₹500
GE Panagarh
₹90,500
31 Jul 2026
4 May 2026
27 May 2026
4 May 2026
26 May 2026
18 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of brickwork or stone/ boulder masonry, laid in cement mortar or cement lime mortar complete all as specified and directed. | 172 | Cum | - | - |
| 2 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for drain work and removal of rubbish off the site complete all as specified and directed. | 54 | Cum | - | - |
| 3 | Excavating in trenches , n.exc 1.5 m wide and n.exc 1.5 m depth for foundation etc or for shafts, wells, cesspits ,manhole pier hole, laying of cables, pipes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in any kind of soil
Note : Manual excavation to be done. During excavation if any damage occured to existing cable any type/ water pipe line, it will be contractor responsibilty to get it repair and make functional by providing jointing kit etc without any extra cost. Contractor has to repair it within 24 hrs so that essential service can not be effected due to such damage.If contractor fails to repair it within 24 hrs penalty @ Rs 500/- will be charged to contractor. In this GE decision will be final, conclusive and binding. | 210 | Cum | - | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soft/loose soil complete all as specified and directed. | 20 | Cum | - | - |
| 5 | Removing excavated material exc. 500 m or part thereof beyond 500 m and upto total distance of 1.5 km at a level not exc. 1.5 m above the starting point complete all as specified and as directed. | 190 | Cum | - | - |
| 6 | M&L for pavings, with mix of fly ash, clinker & stone dust in the proportion of 1:3:6 (ie 10% fly ash, 30% clinker and 60% stone dust ) laying in layers n. exc 10cm thick, watering, ramming and compacted with hand/power roller 8 to 12 tonn roller to required camber and gradient complete all as directed by Engineer-in-Charge. | 165 | Cum | - | - |
| 7 | M & L for Cement concrete (1:4:8) Type D2 using 40 mm graded aggregates as in foundations, filling and mass-concrete complete all as specified and directed. | 80 | Cum | - | - |
| 8 | M & L for Cement concrete (1:3:6) Type C2 using 40 mm graded aggregates as in foundations, filling and mass-concrete complete all as specified and directed. | 80 | Cum | - | - |
| 9 | M&L for brickwork with fly ash old size bricks, straight or curved on plan exc 6m mean radius, built in CM (1:4) complete all as specified and directed. | 240 | Cum | - | - |
| 10 | M&L for cement concrete type B-2, 1:2:4 (using 40 mm graded stone aggregate) in surface channels and drains for benching complete all as specified and directed. | 30 | Cum | - | - |
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