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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹49.4 LAdmitted-Finance SOUTH CANEL PAR PO PANAGARH BAZAR DISTT PASCHIM BARDWAN WB PIN 713148 | PANAGARH BAZAR | PASCHIM BARDWAN | WEST BENGAL | 713148 | H1 | Admitted-Finance | |
| 2 | H2₹47.9 L−₹1.5 L (2.97%)Admitted-Finance VILL PO KOTA VIA PANAGARH BAZAR DIST BURDWAN WB PIN 713148 | BURDWAN | BURDWAN | WEST BENGAL | 713148 | H2 | Admitted-Finance | |
| 3 | H3₹47.8 L−₹1.6 L (3.29%)Admitted-Finance | H3 | Admitted-Finance | |
| 4 | H4₹47.7 L−₹1.7 L (3.41%)Admitted-Finance | H4 | Admitted-Finance | |
| 5 | H5₹46.8 L−₹2.6 L (5.18%)Admitted-Finance | H5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | UNIQUE ENTERPRISE H8 | M/S S M ENTERPRISE H4 | BABY ENGINEERING ELECTRICAL MECHANICAL STORES H5 | M/S MADAN MOHAN KAKAR H3 | NATIONAL CONSTRUCTION CO H2 | Hooghly Construction Co. H1 | KAZI SAHABUL ALAM H6 | SADIA ENTERPRISE H9 | M/S TILKU ENTERPRISE H7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soils complete all as specified and directed. | 16 | Cum | 326 ₹5,216 | 370 ₹5,920 | 352 ₹5,632 | 368 ₹5,888 | 380 ₹6,080 | 400 ₹6,400 | 360 ₹5,760 | 270 ₹4,320 Lowest | 350 ₹5,600 |
| 2.00 | Excavating over areas, depth exc 1.5 m and not exc 3.00 beyond the first depth and getting out in soft/loose soils complete all as specified and directed. | 6 | Cum | 422 ₹2,532 | 480 ₹2,880 | 452 ₹2,712 | 468 ₹2,808 | 480 ₹2,880 | 500 ₹3,000 | 465 ₹2,790 | 320 ₹1,920 Lowest | 450 ₹2,700 |
| 3.00 | 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 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. | 400 | Cum | 332 ₹1,32,800 | 360 ₹1,44,000 | 352 ₹1,40,800 | 368 ₹1,47,200 | 385 ₹1,54,000 | 400 ₹1,60,000 | 355 ₹1,42,000 | 270 ₹1,08,000 Lowest | 340 ₹1,36,000 |
| 4.00 | M&L for filling in 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. | 47 | Cum | 1,522 ₹71,534 Lowest | 2,005 ₹94,235 | 1,800 ₹84,600 | 1,866 ₹87,702 | 1,925 ₹90,475 | 2,500 ₹1,17,500 | 1,900 ₹89,300 | 2,200 ₹1,03,400 | 2,000 ₹94,000 |
| 5.00 | M&L Hardcore of gauge n exc. 63mm broken stone or boulders, deposited, spread and leveliled in layers n exc 150mm thick, watered and rammed to a true surface complete all as specified and directed.. | 47 | Cum | 2,877 ₹1,35,219 | 3,255 ₹1,52,985 | 3,100 ₹1,45,700 | 3,166 ₹1,48,802 | 3,250 ₹1,52,750 | 3,500 ₹1,64,500 | 3,250 ₹1,52,750 | 2,500 ₹1,17,500 Lowest | 3,200 ₹1,50,400 |
| 6.00 | Returning, filling in and including spreading, leveling, watering & well ramming in layers n.exceeding 25 cm in soft/loose soil complete all as specified and directed. | 54 | Cum | 89 ₹4,806 Lowest | 125 ₹6,750 | 115 ₹6,210 | 126 ₹6,804 | 130 ₹7,020 | 150 ₹8,100 | 120 ₹6,480 | 250 ₹13,500 | 100 ₹5,400 |
| 7.00 | Removing of excavated materials to a distance n. exc 50m and depositing where directed at a level n exc 1.5m above the starting point in oft/loose soil complete all as specified. | 364 | Cum | 109 ₹39,676 Lowest | 130 ₹47,320 | 120 ₹43,680 | 126 ₹45,864 | 132 ₹48,048 | 150 ₹54,600 | 125 ₹45,500 | 200 ₹72,800 | 120 ₹43,680 |
| 8.00 | M&L for PCC 1:3:6 type C2, using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete including side of and bedding of hume pipes etc complete all as specified and directed.. | 10 | Cum | 6,989 ₹69,890 | 7,300 ₹73,000 | 7,200 ₹72,000 | 7,255 ₹72,550 | 7,362 ₹73,620 | 7,500 ₹75,000 | 7,280 ₹72,800 | 4,300 ₹43,000 Lowest | 7,200 ₹72,000 |
| 9.00 | M&L for PCC 1:4:8 type D2, using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed. | 45 | Cum | 6,800 ₹3,06,000 | 7,450 ₹3,35,250 | 7,200 ₹3,24,000 | 7,255 ₹3,26,475 | 7,362 ₹3,31,290 | 7,500 ₹3,37,500 | 7,590 ₹3,41,550 | 4,100 ₹1,84,500 Lowest | 7,500 ₹3,37,500 |
| 10.00 | M&L Plain cement concrete 1:2:4 type B0, ( using 12.5mm graded crushed stone aggregate) as in benching, bed block, coping of manhole and drain brick wall complete all as specified. | 7 | Cum | 7,299 ₹51,093 | 7,488 ₹52,416 | 7,200 ₹50,400 | 7,266 ₹50,862 | 7,400 ₹51,800 | 7,600 ₹53,200 | 7,590 ₹53,130 | 4,800 ₹33,600 Lowest | 7,500 ₹52,500 |
Tender Value
₹49.5 L
EMD Value
₹99,000
Closing Date
11 Oct 2025, 6:00 pmClosed
GE PANAGARH
GARRISON ENGINEER PANAGARH, MILITARY ENGINEER SERVICES, PO-PANAGARH, DISTT- BURDWAN, STATE-WEST BENGAL PIN-713420
All as per BOQ
2025_MES_731848_1
8500-432/E8
Open Tender
Civil Works
Works
180 days
PANAGARH
As per tender documents
6 documents required · 6 mandatory
₹500
GE PANAGARH
₹99,000
24 Oct 2025
20 Sept 2025
13 Oct 2025
20 Sept 2025
11 Oct 2025
4 Oct 2025
Amount
Excavating over areas, n exc 1.5 m deep and getting out in soft/loose soils complete all as specified and directed.
Excavating over areas, depth exc 1.5 m and not exc 3.00 beyond the first depth 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 in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed.
M&L for filling in 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 Hardcore of gauge n exc. 63mm broken stone or boulders, deposited, spread and leveliled in layers n exc 150mm thick, watered and rammed to a true surface complete all as specified and directed..
Returning, filling in and including spreading, leveling, watering & well ramming in layers n.exceeding 25 cm in soft/loose soil complete all as specified and directed.
Removing of excavated materials to a distance n. exc 50m and depositing where directed at a level n exc 1.5m above the starting point in oft/loose soil complete all as specified.
M&L for PCC 1:3:6 type C2, using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete including side of and bedding of hume pipes etc complete all as specified and directed..
M&L for PCC 1:4:8 type D2, using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete complete all as specified and directed.
M&L Plain cement concrete 1:2:4 type B0, ( using 12.5mm graded crushed stone aggregate) as in benching, bed block, coping of manhole and drain brick wall complete all as specified.
M&L for PCC 1:2:4 type B-1, (using 20mm graded crushed stone aggregate) as in channels of drains etc fisnished even and smooth without using extra cement complete all as specified and directed.
M&L for precast RCC 1:2:4 type B-1, (using 20mm graded crushed stone aggregate) as in cover slab, divider toes and similar article with plain face set in cement mortar 1:6 complete all as specified and directed.
M&L for Reinforced cement concrete M-25 design mix aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed.
M&L for Reinforced cement concrete M-25 design mix aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
M&L for forming fair finished drain or channel 45 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc. complete all as specified and directed.
M&L 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; and similar work; vertical or to batter for rough finihed surfaces complete all as specified and directed.
M&L for formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; exceeding 200mm thick (Horizontal or slopingfor rough finished surfaces complete all as specified and directed.
M & L for TMT bars 10mm dia bar and over, cut to lenghth, bent to shape requird, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia or securing with clip all as directed by Engr in Charge.
M&L, Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete, all as specified and as directed.
M&L for Rendering 15 mm thick cement plaster in CM 1:4 on fair faces of brick/concrete surfaces finished fair and even, mixed with water proofing compound admixture as per manufacturer's instruction, complete all as specified and directed. Note :- WPC will measuered and paid separatly under relevant item of schedule.
Supply only Liquid water proofing compound ISI markedcomplete all as specified and directed.
M&L for preparation on new plastered surface of brick or concrete surfaces etc and applying two coats of cement base paint over a coat of primer etc complete all as specified and as directed.
S&F Reinforced concrete pipes of 600mm dia, class NP2, laid and jointed complete with collars complete as directed. ( The rates include for all necessary extra joints, waste, and cutting etc.)
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as spd and directed.
M&L for 25 mm thick PCC 1:2:4 type B-0 (Using 12.5mm graded crushed stone aggregate) as in floor, finished the surfaces fair & even to receive floor finishes, complete all as specified and directed.
M&L Non Skid coloured ceramic tiles 7 to8 mm thick (Square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cemeent to match and including over screed bed or bedding layer of mortar 15 mm thick laying floor finished in CM 1:6 complete all as specified and directed.
M&L Non Skid coloured ceramic tiles 7 to8 mm thick (Square/rectangular) area of each tile exceeding 0.18 sqm but not exceeding 0.38 sqm on vertical surface such as skirtings etc. set and jointed in cement slurry over 10 mm thick rendering in CM 1:4 complete all as specified and directed.complete all as spd and as directed.
M&L for Glazed ceramic tiles Coloured 350 x 250mm/450 x 350mm 7 to 8 mm thick in wall/dado etc, set & jointed in neat cement slurry & pointed in white or coloured cement to match rendering over 10 mm thick in CM 1:3 on stone masonry surfaces or surfaces other than fair face of brick work/ concrete surfaces complete all as specified and directed.
M&L for 16 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including 20mm thick screed bed in CM 1:6 complete all as spd and directed.
NATIONAL CONSTRUCTION CO (BID ID -3448604)
M/S MADAN MOHAN KAKAR (BID ID -3448561)
M/S S M ENTERPRISE (BID ID -3448519)
BABY ENGINEERING ELECTRICAL MECHANICAL STORES (BID ID -3448536)
KAZI SAHABUL ALAM (BID ID -3448508)
M/S TILKU ENTERPRISE (BID ID -3448490)
UNIQUE ENTERPRISE (BID ID -3448434)
SADIA ENTERPRISE (BID ID -3447031)
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