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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H4₹26.8 L−₹4.6 L (14.5%)Accepted-AOC BIDHAN NAGAR MANKAR ROAD PO PS BUD BUD DIST PURBA BARDHAMAN PIN 713403 | BUD BUD | PURBA BARDHAMAN | WEST BENGAL | 713403 | ₹26.8 L−₹4.6 L (14.5%) Quoted ₹27.2 L | H4 | Accepted-AOC Contract awarded to M/s S D Enterprises being lowest bidder |
| 2 | H1₹31.9 LRejected-Finance | ₹31.9 L | H1 | Rejected-Finance Higher rate quoted than H4 |
| 3 | H2₹31.5 L−₹36,419 (1.14%)Rejected-Finance | ₹31.5 L−₹36,419 (1.14%) | H2 | Rejected-Finance Higher rate quoted than H4 |
| 4 | H3₹28.6 L−₹3.3 L (10.3%)Rejected-Finance | ₹28.6 L−₹3.3 L (10.3%) | H3 | Rejected-Finance Higher rate quoted than H4 |
| Sl No | Description | Qty | Unit | N B CONSTRUCTION H2 | S.D.ENTERPRISE H4 | M/S JOYGURU ENTERPRISE H3 | M/S SENAPATI ENTERPRISE H1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soils complete all as specified and directed. | 210 | Cum | 350 ₹73,500 | 250 ₹52,500 Lowest | 270 ₹56,700 | 360 ₹75,600 |
| 2.00 | 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. | 60 | Cum | 400 ₹24,000 | 300 ₹18,000 Lowest | 320 ₹19,200 | 410 ₹24,600 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm.complete all as specified and directed. | 12 | Cum | 100 ₹1,200 | 70 ₹840 Lowest | 80 ₹960 | 110 ₹1,320 |
| 4.00 | Removing excavated material soil nexc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified. | 258 | Cum | 120 ₹30,960 | 50 ₹12,900 Lowest | 70 ₹18,060 | 122 ₹31,476 |
| 5.00 | 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. | 150 | Cum | 1,900 ₹2,85,000 | 1,550 ₹2,32,500 Lowest | 1,600 ₹2,40,000 | 1,925 ₹2,88,750 |
| 6.00 | M&L for broken stone/boulders hard core gauge n.exc 63mm deposited, spred and levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces complete all as specified and directed. | 119 | Cum | 2,800 ₹3,33,200 | 2,500 ₹2,97,500 Lowest | 2,550 ₹3,03,450 | 2,822 ₹3,35,818 |
| 7.00 | M&L for PCC type D2, 1:4:8 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. | 9 | Cum | 6,500 ₹58,500 | 5,500 ₹49,500 Lowest | 5,800 ₹52,200 | 6,522 ₹58,698 |
| 8.00 | M&L for old size brick work with fly ash bricks straight or curved on plan exc 6 m mean radius build in CM 1:4 all as specified as directed. | 25 | Cum | 8,250 ₹2,06,250 | 8,000 ₹2,00,000 Lowest | 8,125 ₹2,03,125 | 8,260 ₹2,06,500 |
| 9.00 | M&L for 100mm thick PCC 1:4:8, type D2 (using 40 mm graded crushed stone aggregate) as in sub base floor complete all as specified and directed. | 770 | Sqm | 670 ₹5,15,900 | 500 ₹3,85,000 Lowest | 525 ₹4,04,250 | 666 ₹5,12,820 |
| 10.00 | M & L for 100mm thick PCC (1:2:4) Type B1 using 20 mm graded crushed stone aggregate as in floor/pavings and finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed. | 190 | Sqm | 752 ₹1,42,880 | 700 ₹1,33,000 Lowest | 725 ₹1,37,750 | 758 ₹1,44,020 |
Tender Value
₹27.3 L
EMD Value
₹54,600
Closing Date
27 Feb 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_751723_1
8500-526/E8
Open Tender
Civil Works
Works
180 days
PANNGARH
As per tender documents
6 documents required · 6 mandatory
₹500
GE Panagarh
₹54,600
19 Mar 2026
7 Feb 2026
28 Feb 2026
7 Feb 2026
27 Feb 2026
21 Feb 2026
Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soils complete all as specified and directed.
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.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm.complete all as specified and directed.
Removing excavated material soil nexc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified.
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.
M&L for broken stone/boulders hard core gauge n.exc 63mm deposited, spred and levelled in layers n.exc 15cm thick, watered and rammed to a true surfaces complete all as specified and directed.
M&L for PCC type D2, 1:4:8 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
M&L for old size brick work with fly ash bricks straight or curved on plan exc 6 m mean radius build in CM 1:4 all as specified as directed.
M&L for 100mm thick PCC 1:4:8, type D2 (using 40 mm graded crushed stone aggregate) as in sub base floor complete all as specified and directed.
M & L for 100mm thick PCC (1:2:4) Type B1 using 20 mm graded crushed stone aggregate as in floor/pavings and finishing cement concrete surface even and smooth without using extra cement complete all as specified and as directed.
M&L for Providing precast cement concrete type B1 1:2:4 (20mm graded aggregate) solid building blocks or slabs 10 cm thick (with plain or inter-locking joints as directed) setting in mortar 1:6, complete all as specified as directed.
M&L for sand filling under floors or in foundations including watering and consolidation complete all as spd and as directed.
M&L for machine pressed precast concrete interlocking paver block (pre-polished) of any shape and size with grey cement and pigment confirming to IS 15658-2006 of 80 mm thickness M-40 Grade complete all as specified and directed
S&F Reinforced concrete pipes of 300mm dia, class NP2, laid and jointed complete with collars complete as directed.
M&L for precast RCC (1:2:4) type B-1using 20 mm graded crushed stone aggregate as in cover slab for manhole, set in cement mortar (1:4) complete all as specified.
M&L for forming fair finished drain or channel n.exc 45cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed
S&F mild steel TMT bar 10 mm dia and over, as in reinforcement, cut to length, bent to shape etc, including binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed.
M & L for cement concrete type B-0 1:2:4 (12.5mm graded stone aggregate) in cills, steps, plinth courses, string courses, lacing courses, parapets, copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed rounded or chamfered on edges all as specified.
Rendering 20mm thick in cement mortar 1 :4 on fair faces of brickwork or concrete surfaces and finished the surfaces even and smooth complete all as specified and directed.
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