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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹46.2 L+₹5.1 L (12.5%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹48.8 L+₹7.7 L (18.7%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹49.6 L+₹8.5 L (20.8%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹50.0 L+₹8.9 L (21.6%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s AG PATHAN L1 | R. T. Saluji L6 | Santosh Popatrao Sarode L7 | M/s S S Enterprises L5 | M/S VISHWAJEET SHANKARRAO KULKARNI L3 | MS. G.A. CONSTRUCTION L8 | Vinod Enterprises L4 | M/S-B.R.SONAWANE L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of posts and struts (wood, steel, or RCC) of any section, including taking out embedded portions and making good the disturbed ground, complete all as specified and directed by the Engineer-in-Charge. | 900 | RM | 20 ₹18,000 | 10 ₹9,000 | 10 ₹9,000 | 18 ₹16,200 | 15 ₹13,500 | 10 ₹9,000 | 16 ₹14,400 | 5 ₹4,500 Lowest |
| 2.00 | Dismantling of fencing wire mesh of any type and description, complete all as specified and directed by the Engineer-in-Charge. | 1,680 | SQM | 3 ₹5,040 Lowest | 10 ₹16,800 | 4 ₹6,720 | 5.4 ₹9,072 | 5 ₹8,400 | 10 ₹16,800 | 11 ₹18,480 | 20 ₹33,600 |
| 3.00 | Dismantling of wrought iron or mild steel work of any description not otherwise specifically provided for, complete all as specified and directed by the Engineer-in-Charge. | 46.93 | QTL | 500 ₹23,465 | 1,000 ₹46,930 | 250 ₹11,732.5 | 180 ₹8,447.4 Lowest | 250 ₹11,732.5 | 900 ₹42,237 | 600 ₹28,158 | 200 ₹9,386 |
| 4.00 | Demolition of brickwork or stone/boulder masonry built in cement mortar, including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework, and cast work, complete all as specified and directed by the Engineer-in-Charge.
Note: The demolished material shall be removed from the premises. | 211 | CUM | 200 ₹42,200 | 150 ₹31,650 | 150 ₹31,650 | 144 ₹30,384 | 34 ₹7,174 Lowest | 150 ₹31,650 | 200 ₹42,200 | 100 ₹21,100 |
| 5.00 | M&L for Pre-stressed Precast RCC Compound Wall of height 1800 mm, including:
Excavation of post holes of size 450 x 450 x 600 mm
PCC M-15 nominal mix in foundation
Column: 150 mm x 150 mm vertical H-section with 7 Nos. of 3 mm HT steel bars and M-25 grade concrete
Precast Slabs (including top decorative slab): 2100 mm x 300 mm x 50 mm with 4 Nos. of 3 mm HT steel bars and M-25 grade concrete
Foundation: PCC M-15 (450 x 450 x 600 mm),
complete all as specified and directed by the Engineer-in-Charge. | 1,100 | RM | 1,230 ₹13,53,000 Lowest | 1,650 ₹18,15,000 | 1,350 ₹14,85,000 | 2,700 ₹29,70,000 | 1,567 ₹17,23,700 | 2,473 ₹27,20,300 | 1,811 ₹19,92,100 | 1,388 ₹15,26,800 |
| 6.00 | M&L for applying two or more coats of 100% premium acrylic emulsion paint, VOC <50 gm/litre, UV-resistant as per IS 15489:2004, alkali/fungal/dirt-resistant, of required shade with silicon additives @ 1.43 litre/10 sqm over a priming coat of exterior primer @ 0.90 litre/10 sqm on new surfaces, complete all as specified and directed. | 1,980 | SQM | 70 ₹1,38,600 | 100 ₹1,98,000 | 60 ₹1,18,800 | 90 ₹1,78,200 | 65 ₹1,28,700 | 75 ₹1,48,500 | 85 ₹1,68,300 | 58 ₹1,14,840 Lowest |
| 7.00 | M&L for preparation of new surface and application of two coats of cement-based paint over one coat of primer, complete all as specified and directed. | 1,975 | SQM | 35 ₹69,125 | 80 ₹1,58,000 | 25 ₹49,375 | 30.6 ₹60,435 | 18 ₹35,550 Lowest | 60 ₹1,18,500 | 45 ₹88,875 | 22 ₹43,450 |
| 8.00 | Excavation in post holes (or similar) not exceeding 0.5 cum each, in soft/loose soil, getting out, returning, filling, and ramming earth or broken rubble mixed with earth around posts, removing surplus material n.exc. 50 m and making good disturbed surfaces, complete all as specified and directed by the Engineer-in-Charge. | 400 | EACH | 200 ₹80,000 | 100 ₹40,000 | 100 ₹40,000 | 45 ₹18,000 Lowest | 75 ₹30,000 | 150 ₹60,000 | 90 ₹36,000 | 100 ₹40,000 |
| 9.00 | M&L for plain cement concrete 1:4:8, type D2, using 40 mm graded aggregate in foundation filling/mass concrete or similar work, complete all as specified and directed by the Engineer-in-Charge. | 103 | CUM | 2,800 ₹2,88,400 | 4,000 ₹4,12,000 | 3,500 ₹3,60,500 | 2,340 ₹2,41,020 Lowest | 2,345 ₹2,41,535 | 4,500 ₹4,63,500 | 2,600 ₹2,67,800 | 3,000 ₹3,09,000 |
| 10.00 | S&F handrails, half-round or other steel section/core for wooden handrails, including drilling, countersinking, embedding in concrete, screwing, flat iron fillets, wind ties, and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed. | 3,430 | KG | 110 ₹3,77,300 | 150 ₹5,14,500 | 90 ₹3,08,700 Lowest | 99 ₹3,39,570 | 91 ₹3,12,130 | 120 ₹4,11,600 | 95 ₹3,25,850 | 100 ₹3,43,000 |
Tender Value
₹63 L
EMD Value
₹1.2 L
Closing Date
17 Oct 2025, 6:00 pmClosed
CWE DEOLALI
HQ CWE DEOLALI, ONSLOW ROAD, DEOLALI (MH) 422401
AS PER TENDER DOCUMENTS
2025_MES_731833_1
88648/E8
Open Tender
Civil Works
Item Rate
180 days
AHILYANAGAR
AS PER NIT
7 documents required · 7 mandatory
₹1,000
Yes
GE NORTH AHILYANAGAR
₹1.2 L
Yes
29 Oct 2025
19 Sept 2025
24 Oct 2025
19 Sept 2025
17 Oct 2025
10 Oct 2025
20 Sept 2025 - 30 Sept 2025
Amount
Dismantling of posts and struts (wood, steel, or RCC) of any section, including taking out embedded portions and making good the disturbed ground, complete all as specified and directed by the Engineer-in-Charge.
Dismantling of fencing wire mesh of any type and description, complete all as specified and directed by the Engineer-in-Charge.
Dismantling of wrought iron or mild steel work of any description not otherwise specifically provided for, complete all as specified and directed by the Engineer-in-Charge.
Demolition of brickwork or stone/boulder masonry built in cement mortar, including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework, and cast work, complete all as specified and directed by the Engineer-in-Charge. Note: The demolished material shall be removed from the premises.
M&L for Pre-stressed Precast RCC Compound Wall of height 1800 mm, including: Excavation of post holes of size 450 x 450 x 600 mm PCC M-15 nominal mix in foundation Column: 150 mm x 150 mm vertical H-section with 7 Nos. of 3 mm HT steel bars and M-25 grade concrete Precast Slabs (including top decorative slab): 2100 mm x 300 mm x 50 mm with 4 Nos. of 3 mm HT steel bars and M-25 grade concrete Foundation: PCC M-15 (450 x 450 x 600 mm), complete all as specified and directed by the Engineer-in-Charge.
M&L for applying two or more coats of 100% premium acrylic emulsion paint, VOC <50 gm/litre, UV-resistant as per IS 15489:2004, alkali/fungal/dirt-resistant, of required shade with silicon additives @ 1.43 litre/10 sqm over a priming coat of exterior primer @ 0.90 litre/10 sqm on new surfaces, complete all as specified and directed.
M&L for preparation of new surface and application of two coats of cement-based paint over one coat of primer, complete all as specified and directed.
Excavation in post holes (or similar) not exceeding 0.5 cum each, in soft/loose soil, getting out, returning, filling, and ramming earth or broken rubble mixed with earth around posts, removing surplus material n.exc. 50 m and making good disturbed surfaces, complete all as specified and directed by the Engineer-in-Charge.
M&L for plain cement concrete 1:4:8, type D2, using 40 mm graded aggregate in foundation filling/mass concrete or similar work, complete all as specified and directed by the Engineer-in-Charge.
S&F handrails, half-round or other steel section/core for wooden handrails, including drilling, countersinking, embedding in concrete, screwing, flat iron fillets, wind ties, and similar work conforming to Fe-290 Gde E-165, complete all as specified and directed.
S&F mild steel bolts, purpose-made, with hex/square head at one end and screwed at the other (or both ends), with nuts and washers, exceeding 30 cm in length, complete all as specified and directed by the Engineer-in-Charge.
Fixing only of chain link fencing, of any mesh size/type, including line wires, binding wire, and fixing to all types of standards/rails/straining bolts, complete all as specified and directed by the Engineer-in-Charge.
Supply only chain link fencing, fabricated from GI wire (10 gauge) with 50 mm aperture, of weight and quality as per approved sample, complete all as specified and directed by the Engineer-in-Charge.
Supply and fixing of 10 mm dia MS round bars to tighten chain link fencing, including hooking, binding, cutting, etc., complete all as specified and directed by the Engineer-in-Charge.
M&L for two coats of synthetic enamel paint over one coat of red oxide primer on new steel surfaces of any description exceeding 10 cm width/girth, including surface preparation, complete all as specified and directed by the Engineer-in-Charge.
M&L for two coats of synthetic enamel paint over a red oxide primer on new steel surfaces not exceeding 10 cm in width/girth, when connected with other painting or painted in a different tint, including surface preparation, complete all as specified and directed.
Demolition of reinforced cement concrete (RCC) of any description and in any position from the foundation of manholes including benching, complete all as specified and directed. Note: The demolished material shall be removed from the premises.
Demolition of cement concrete (un-reinforced) of any description in any position from the foundation of manhole including benching etc complete all as specified and directed . Note :The demolished material shall be removed away from the premises.
M&L for U-shaped pre-stressed RCC drain, lightweight type, internal size 300 x 300 mm, external size 440 x 370 mm, laid over PCC including 20 mm cement slurry, and returning/filling of soil on drain sides, complete all as specified and directed by the Engineer-in-Charge.
M&L for precast drain cover pieces of width 440 mm and thickness 60 mm for U shaped precast RCC drain, type light, Internal size 300 x 300 mm etc. complete including lifting barrels complete all as specified and directed by Engineer in Charge.
M&L for brickwork using fly ash bricks, straight or curved on plan (mean radius exceeding 6 m), built in cement mortar 1:6, complete all as specified and directed.
M&L for 15 mm thick rendering on fair faces of brick/concrete surfaces in cement mortar 1:6, complete all as specified and directed.
Demolition and breaking up of 300 mm dia drain pipes set in cement mortar, complete all as specified and directed.
M&L for 300 mm dia RCC pipe, NP2 type, laid and jointed with collars, complete all as specified and directed.
Demolition of stone slabs and tiles, of any description or thickness, bedded and pointed in any mortar in floors, aprons, etc., complete all as specified and directed.
Demolition of unreinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness (above/below ground level), including disposal of rubbish off the premises, complete all as specified and directed.
M&L for 75 mm thick plain cement concrete 1:4:8, type D2, using 40 mm graded aggregate as sub-base, complete all as specified and directed.
M&L for Providing and laying rubber moulded glossy finish 60 mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed.
M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete
Surface excavation not exceeding 30cm deep and averaging 15 cm deep and getting out in soft/loose soil etc. complete all as specified and directed .
M/S-B.R.SONAWANE (BID ID -3453680)
M/S VISHWAJEET SHANKARRAO KULKARNI (BID ID -3451406)
Vinod Enterprises (BID ID -3453416)
M/s S S Enterprises (BID ID -3453486)
R. T. Saluji (BID ID -3453187)
Santosh Popatrao Sarode (BID ID -3453521)
MS. G.A. CONSTRUCTION (BID ID -3453438)
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