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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC | L1 | Accepted-AOC Awarded Being L1 | |
| 2 | L2₹10.2 L+₹16,830.60 (1.69%)Rejected-Finance 223 3 E B 1 MALTI TOWER TARABAI PARK KOLHAPUR 416 003 | KOLHAPUR | KOLHAPUR | MAHARASHTRA | 416003 | L2 | Rejected-Finance Rejected being other than L1 | |
| 3 | L3₹10.2 L+₹17,054.75 (1.71%)Rejected-Finance | L3 | Rejected-Finance Rejected being other than L1 | |
| 4 | L4₹10.3 L+₹33,353 (3.34%)Rejected-Finance ROOM NO A 46 GALI NO 11 GANESH MURTHY NAGAR PART NO 3 CAPT PRAKASH PETHE MARG CUFFE PARADE COLABA MUMBAI 400005 | MUMBAI | MUMBAI | MAHARASHTRA | 400005 | L4 | Rejected-Finance Rejected being other than L1 | |
| 5 | L5₹10.4 L+₹39,020.60 (3.91%)Rejected-Finance F 402 AMBIKA APARTMENT PLOT A 9 SECTOR 20 NERUL W NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L5 | Rejected-Finance Rejected being other than L1 |
| Sl No | Description | Qty | Unit | LAXMI ENTERPRISES L3 | jkconstruction L4 | D R CONSTRUCTION L2 | Ideal Infrastructure and Consultants L8 | Advait Enterprises L5 | m/s Pravin s Bhosale L1 | SHRIKALP ENGINEERS AND CONTRACTORS L7 | Ruhi Construction L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exceeding 15 cm deep in hard/dense soil complete all as specified and as directed. | 19.2 | Sqm | 35 ₹672 | 40 ₹768 | 65 ₹1,248 | 78 ₹1,497.6 | 10 ₹192 Lowest | 50 ₹960 | 40 ₹768 | 25 ₹480 |
| 2.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/disintegrated rock complete all as specified and as directed. | 64 | Sqm | 55 ₹3,520 | 50 ₹3,200 | 65 ₹4,160 | 78 ₹4,992 | 25 ₹1,600 Lowest | 125 ₹8,000 | 45 ₹2,880 | 25 ₹1,600 Lowest |
| 3.00 | Excavation in post holes in hard/dense soil (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/disintegrated soil complete all as specified and as directed. | 8 | Each | 500 ₹4,000 Lowest | 850 ₹6,800 | 1,250 ₹10,000 | 1,050 ₹8,400 | 850 ₹6,800 | 1,500 ₹12,000 | 2,000 ₹16,000 | 2,500 ₹20,000 |
| 4.00 | Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, toe walls, kerb stones etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out hard/dense soil complete all as specified and as directed. | 8.4 | Cum | 1,000 ₹8,400 Lowest | 1,050 ₹8,820 | 1,250 ₹10,500 | 1,000 ₹8,400 Lowest | 1,000 ₹8,400 Lowest | 1,250 ₹10,500 | 1,250 ₹10,500 | 1,275 ₹10,710 |
| 5.00 | Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, toe walls, kerb stones etc. not exceeding 10 sq m on plan and not exceeding 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and as directed. | 2.2 | Cum | 1,000 ₹2,200 Lowest | 1,500 ₹3,300 | 1,550 ₹3,410 | 1,700 ₹3,740 | 1,800 ₹3,960 | 1,400 ₹3,080 | 1,800 ₹3,960 | 2,000 ₹4,400 |
| 6.00 | Material & Labour for broken stone or boulders Hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 9.6 | Cum | 2,000 ₹19,200 | 1,400 ₹13,440 | 1,800 ₹17,280 | 1,500 ₹14,400 | 1,800 ₹17,280 | 1,426 ₹13,689.6 | 1,500 ₹14,400 | 800 ₹7,680 Lowest |
| 7.00 | Material & Labour for machine cut laterite stone masonry wall etc. 10cm in width of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in CM 1:4 complete all as specified and as directed. | 0.8 | Cum | 8,000 ₹6,400 | 6,475 ₹5,180 | 6,500 ₹5,200 | 5,800 ₹4,640 Lowest | 6,150 ₹4,920 | 6,000 ₹4,800 | 6,120 ₹4,896 | 7,000 ₹5,600 |
| 8.00 | Material & Labour for Plain cement concrete 1:4:8, type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc., complete all as specified and directed. | 1.7 | Cum | 5,980 ₹10,166 | 4,700 ₹7,990 | 4,325 ₹7,352.5 Lowest | 5,500 ₹9,350 | 4,850 ₹8,245 | 4,500 ₹7,650 | 4,500 ₹7,650 | 4,800 ₹8,160 |
| 9.00 | Material & Labour for Plain cement concrete 1:2:4 type B2 using 40mm graded stone aggregate as in foundation, filling post hole and mass concrete etc., complete all as specified and directed | 3.5 | Cum | 7,850 ₹27,475 | 6,700 ₹23,450 | 6,000 ₹21,000 | 6,250 ₹21,875 | 8,900 ₹31,150 | 5,500 ₹19,250 Lowest | 7,500 ₹26,250 | 5,900 ₹20,650 |
| 10.00 | Material & Labour for 100mm thick PCC 1:4:8 type D2 using 40mm aggregate as in sub base complete all as specified and as directed. | 64 | Sqm | 800 ₹51,200 | 510 ₹32,640 | 585 ₹37,440 | 450 ₹28,800 Lowest | 800 ₹51,200 | 600 ₹38,400 | 500 ₹32,000 | 480 ₹30,720 |
Tender Value
₹10.5 L
EMD Value
₹21,040
Closing Date
27 Aug 2025, 6:00 pmClosed
GE I CG RATNAGIRI
Military Engineer Service Garrison Engineer I CG Ratnagiri SLUY Shed Plot, W19 23 MIDC Mirjole Ratnagiri 415 639
PROVN OF FIRE SAFETY STAIRCASE TO P 9 BUILDING AT R 53 PLOT OF ICGS RATNAGIRI PROVN OF RAIN PROTECTION SHED IN FRONT OF STATION HOUSE AT R 53 PLOT OF ICGS RATNAGIRI AND PROVN OF CHEQUERED TILES FLOORING IN FRONT OF STATION HOUSE AT R 53 PLOT OF ICGS
2025_MES_723696_2
8262/E8
Open Tender
Civil Works
Item Rate
120 days
RATNAGIRI
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
GE I CG RATNAGIRI
₹21,040
Yes
14 Oct 2025
20 Aug 2025
3 Sept 2025
21 Aug 2025
27 Aug 2025
21 Aug 2025
Amount
Surface dressing not exceeding 15 cm deep in hard/dense soil complete all as specified and as directed.
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/disintegrated rock complete all as specified and as directed.
Excavation in post holes in hard/dense soil (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm in soft/disintegrated soil complete all as specified and as directed.
Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, toe walls, kerb stones etc. not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out hard/dense soil complete all as specified and as directed.
Excavation in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, toe walls, kerb stones etc. not exceeding 10 sq m on plan and not exceeding 1.5m in depth and getting out in soft/disintegrated rock complete all as specified and as directed.
Material & Labour for broken stone or boulders Hardcore of gauge not exceeding 63 mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.
Material & Labour for machine cut laterite stone masonry wall etc. 10cm in width of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in CM 1:4 complete all as specified and as directed.
Material & Labour for Plain cement concrete 1:4:8, type D-2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc., complete all as specified and directed.
Material & Labour for Plain cement concrete 1:2:4 type B2 using 40mm graded stone aggregate as in foundation, filling post hole and mass concrete etc., complete all as specified and directed
Material & Labour for 100mm thick PCC 1:4:8 type D2 using 40mm aggregate as in sub base complete all as specified and as directed.
Material & Labour for Chequered cement concrete tiles 30 cm X 30 cmx 25 mm thick, with mixture of white, grey cement in equal proportions set, jointed and pointed in neat cement slurry in floors over 20 mm thick screed bed in CM (1:4) with texture, colour and design patterns as approved by Engineer in charge. complete all as specified and as directed.
Material & Labour for formwork for rough finished flat surfaces 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 complete all as specified and as directed.
Material & Labour for formwork for rough finished square/ rectangular surfaces to sides of pillars, posts, struts, piers, columns, and stanchions complete all as specified and as directed.
Material & Labour for formwork for rough finished flat surfaces 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, etc. complete all as specified and as directed.
Material & Labour for formwork for rough finished flat surfaces to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200m thick (Horizontal or sloping) complete all as specified and as directed.
Material & Labour for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
Material & Labour for Mild steel TMT bars 6mm to 8mm and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed.
Material & Labour for RCC of M30 Grade (design mix) using 20mm graded 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 as directed.
Material & Labour for RCC of M30 Grade (design mix) using 20mm graded aggregate as in columns, pillars, piers, posts and struts complete all as specified and as directed.
Material & Labour for RCC of M30 Grade (design mix) using 20mm graded aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and as directed.
Material & Labour for RCC of M30 Grade (design mix) using 20mm graded aggregate as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like complete all as specified and as directed.
Supply & Fix Rolled Mild steel of Fe 410 -W (Grade E- 250) quality-A as in plates (plain or chequered) channels. Square cut or notched (ordinary and counter sunk) forming holes, without any attachment complete all as specified and as directed.
Material & Labour for Mild steel for wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe 410-W (Grade E 250) quality A complete all as specified and as directed.
Supply & Fixing of rolled mild steel in framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive or steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing with Fe 410-W (Grade-E-250) A Quality complete all as specified and as directed.
Supply & Fix Rolled Mild steel of Fe 410 -W (Grade E- 250) quality-A as in Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to IS1161:1979 grade St.-240 complete all as specified and as directed.
Supply & fixing of rolled mild steel in stairs (framed) including stringers, treads, landing, balusters, hand rails etc., including cleats, brackets, etc. with Fe 410-W (Grade-E-250) A Quality complete all as specified and as directed.
Supply & Fix Pre painted galvalume aluminium zinc coating based corrugated sheet 0.5mm thick of an colour having tensile strength of 550Mpa as in roof covering/cladding to wall with self-tapping screws complete all as specified and as directed.
Material & Labour for Rendering 15mm thick in Cement Mortar 1:4 on stone masonry surfaces or surface other than fair face of brick-work or on one side of lathing finished fair and even complete all as specified and as directed.
Material & Labour for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer on Surfaces of any description, over 10cm in width or girth, not otherwise described complete all as specified and as directed.
Material & Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10sqm over new surfaces complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in hard/dense soil complete all as specified and as directed.
Removing excavated material exceeding 250 m but not exceeding 500 m and depositing where directed where directed at a level not exceeding 1.50m above the starting point complete all as specified and as directed.
Removing excavated material exceeding 1.50 Km but not exceeding 5.00Km and depositing where directed where directed at a level not exceeding 1.50m above the starting point complete all as specified and as directed.
D R CONSTRUCTION (BID ID -3405531)
LAXMI ENTERPRISES (BID ID -3404611)
jkconstruction (BID ID -3404960)
Advait Enterprises (BID ID -3407520)
Ruhi Construction (BID ID -3406257)
SHRIKALP ENGINEERS AND CONTRACTORS (BID ID -3404468)
Ideal Infrastructure and Consultants (BID ID -3407046)
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