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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.1 LAccepted-AOC FLAT NO 10 S NO 98 PLAT NO 78 SAI SAYAJI PARK A RIGHT BHUSARI COLONY KOTHRUD PUNE 411 038 | PUNE | MAHARASHTRA | 411038 | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹39.6 L+₹2.7 L (7.22%)Rejected-AOC 011 NAGAREWADI 612 NAGAREWADI POST PADALI TALUKA SHIRUR KASAR DISTRICT BEED 413249 BEED MAHARASHTRA 413249 UDYAM MH 05 0079863 | BEED | MAHARASHTRA | 413249 | L2 | Rejected-AOC Being L2 | |
| 3 | L3₹44.0 L+₹7.0 L (19.0%)Rejected-AOC | L3 | Rejected-AOC Being L3 | |
| 4 | L4₹45.4 L+₹8.4 L (22.7%)Rejected-AOC B 134 GANESH MURTHI NAGAR PART III COLABA MUMBAI 400 005 | MUMBAI | MAHARASHTRA | 400005 | L4 | Rejected-AOC Being L4 | |
| 5 | L5₹46.4 L+₹9.4 L (25.5%)Rejected-AOC FLAT NO 10 S NO 98 PLAT NO 78 SAI SAYAJI PARK A RIGHT BHUSARI COLONY KOTHRUD PUNE 411 038 | PUNE | MAHARASHTRA | 411038 | L5 | Rejected-AOC Being L5 |
| Sl No | Description | Qty | Unit | S.K.HARAL L5 | sanjay m. suryawanshi L7 | AJAY ENTERPRISES L9 | M/s S.R lahoti L3 | Rays Breakers L8 | OM GANESH CONSTRUCTION L1 | Maharashtra Enterprises L2 | SHRI SAI ENTERPRISES L4 | M/S SAMRUDHI CONSTRUCTION L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demoliton of reinforced concrete of any description and in any position not otherwise specifically provided complete all as sepecified and directed. | 2 | Cubic Metre | 540 ₹1,080 | 810 ₹1,620 | 1,400 ₹2,800 | 900 ₹1,800 | 700 ₹1,400 | 500 ₹1,000 Lowest | 500 ₹1,000 Lowest | 900 ₹1,800 | 600 ₹1,200 |
| 2.00 | Material and labour for Precast RCC (1:2:4) type B1 (using 20mm graded stone aggregate), in cover slabs of manholes, open drains inclusive of form work set in CM (1:4) complete all as sepecified and directed. (Reinforcement shall be measured and paid separately) | 2 | Cubic Metre | 6,300 ₹12,600 Lowest | 7,200 ₹14,400 | 7,000 ₹14,000 | 7,500 ₹15,000 | 9,000 ₹18,000 | 7,000 ₹14,000 | 7,000 ₹14,000 | 9,000 ₹18,000 | 6,500 ₹13,000 |
| 3.00 | Material and labour for mild steel TMT bars 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or secring with clips complete all as specified and directed. | 100 | Kilogram | 135 ₹13,500 | 135 ₹13,500 | 105 ₹10,500 | 95 ₹9,500 Lowest | 100 ₹10,000 | 95 ₹9,500 Lowest | 100 ₹10,000 | 107 ₹10,700 | 120 ₹12,000 |
| 4.00 | Demolition and breaking up drain pipes of 150/200 mm bore RCC/SGSW set in cement mortar and of taking out from trenches if required complete all as specified and directed. | 140 | Running Metre | 63 ₹8,820 | 90 ₹12,600 | 70 ₹9,800 | 40 ₹5,600 Lowest | 90 ₹12,600 | 140 ₹19,600 | 50 ₹7,000 | 90 ₹12,600 | 80 ₹11,200 |
| 5.00 | Material and labour for PCC 1:3:6 type C-2 (40 mm graded stone aggregate) as in concrete bed to drain pipes including packing under and haunching against sides of pipes with concrete after they are laid and bedded dia of pipe 150 mm complete all as specified and directed. | 65 | Running Metre | 450 ₹29,250 | 360 ₹23,400 | 450 ₹29,250 | 400 ₹26,000 | 7,000 ₹4,55,000 | 300 ₹19,500 Lowest | 450 ₹29,250 | 360 ₹23,400 | 550 ₹35,750 |
| 6.00 | Supply and fix Reinforced concrete pipes of 150mm dia, class NP2, laid and jointed complete with collars complete all as specified and directed. | 70 | Running Metre | 630 ₹44,100 | 540 ₹37,800 | 500 ₹35,000 | 600 ₹42,000 | 700 ₹49,000 | 500 ₹35,000 | 500 ₹35,000 | 450 ₹31,500 Lowest | 580 ₹40,600 |
| 7.00 | Material and labour for PCC 1:3:6 type C-2 (40 mm graded stone aggregate) as in concrete bed to drain pipes including packing under and haunching against sides of pipes with concrete after they are laid and bedded dia of pipe 200 mm complete all as specified and directed. | 65 | Running Metre | 504 ₹32,760 | 405 ₹26,325 | 500 ₹32,500 | 500 ₹32,500 | 400 ₹26,000 | 350 ₹22,750 Lowest | 450 ₹29,250 | 396 ₹25,740 | 600 ₹39,000 |
| 8.00 | Material and Labour for reinforced concrete pipes, class NP2, laid and jointed complete with collars of dia 200 mm complete all as sepecified and directed. | 70 | Running Metre | 702 ₹49,140 | 630 ₹44,100 | 650 ₹45,500 | 700 ₹49,000 | 900 ₹63,000 | 580 ₹40,600 | 650 ₹45,500 | 540 ₹37,800 Lowest | 650 ₹45,500 |
| 9.00 | Demolition of brick work/stone masonry/ PCC block masonry built in cement mortar or cement lime mortar including all quoins, pillars, arches etc, but excluding ashlar facings dressed stone work and precast concrete articles complete all as specified and directed. | 95 | Cubic Metre | 540 ₹51,300 | 720 ₹68,400 | 6,000 ₹5,70,000 | 800 ₹76,000 | 600 ₹57,000 | 550 ₹52,250 | 600 ₹57,000 | 450 ₹42,750 Lowest | 450 ₹42,750 Lowest |
| 10.00 | Excavation in trenches, not exc 1.50 m depth & n. Exc 1.50m wide for foundation etc & getting out in soft/disintegrated rock complete all as specified and directed. | 30 | Cubic Metre | 360 ₹10,800 | 540 ₹16,200 | 500 ₹15,000 | 550 ₹16,500 | 600 ₹18,000 | 210 ₹6,300 Lowest | 500 ₹15,000 | 720 ₹21,600 | 350 ₹10,500 |
Tender Value
Refer Docs
EMD Value
₹90,000
Closing Date
13 Aug 2025, 6:00 pmClosed
GE RnD Pashan
GE RnD Pashan
REPAIRS TO TRAVERSE WALL, STORM WATER DRAIN , PATH, FENCING, DRAIN, CULVERT, SEWAGE LINE AND SEPTIC TANK AT TECHNICAL AREA OF HEMRL SUTARWADI UNDER GE(I) RnD PASHAN PUNE
2025_MES_722196_1
GERD/PSN/TOKEN/40 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
GE RnD Pashan
As per tender documents
9 documents required · 9 mandatory
₹500
GE RnD Pashan
₹90,000
Yes
26 Sept 2025
23 Jul 2025
16 Aug 2025
23 Jul 2025
13 Aug 2025
6 Aug 2025
23 Jul 2025 - 30 Jul 2025
Amount
Demoliton of reinforced concrete of any description and in any position not otherwise specifically provided complete all as sepecified and directed.
Material and labour for Precast RCC (1:2:4) type B1 (using 20mm graded stone aggregate), in cover slabs of manholes, open drains inclusive of form work set in CM (1:4) complete all as sepecified and directed. (Reinforcement shall be measured and paid separately)
Material and labour for mild steel TMT bars 8mm dia cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or secring with clips complete all as specified and directed.
Demolition and breaking up drain pipes of 150/200 mm bore RCC/SGSW set in cement mortar and of taking out from trenches if required complete all as specified and directed.
Material and labour for PCC 1:3:6 type C-2 (40 mm graded stone aggregate) as in concrete bed to drain pipes including packing under and haunching against sides of pipes with concrete after they are laid and bedded dia of pipe 150 mm complete all as specified and directed.
Supply and fix Reinforced concrete pipes of 150mm dia, class NP2, laid and jointed complete with collars complete all as specified and directed.
Material and labour for PCC 1:3:6 type C-2 (40 mm graded stone aggregate) as in concrete bed to drain pipes including packing under and haunching against sides of pipes with concrete after they are laid and bedded dia of pipe 200 mm complete all as specified and directed.
Material and Labour for reinforced concrete pipes, class NP2, laid and jointed complete with collars of dia 200 mm complete all as sepecified and directed.
Demolition of brick work/stone masonry/ PCC block masonry built in cement mortar or cement lime mortar including all quoins, pillars, arches etc, but excluding ashlar facings dressed stone work and precast concrete articles complete all as specified and directed.
Excavation in trenches, not exc 1.50 m depth & n. Exc 1.50m wide for foundation etc & getting out in soft/disintegrated rock complete all as specified and directed.
Returning filling including spreading, leveling watering & Well ramming in layers n.exc 25 cm thick in soft/disintegrated rock complete all as specified and directed.
Removing excavated material in soft/disintegrated rock exc 250m & not exc 500m and depositing where directed at a level n. exc 1.50m above starting point complete all as specified and directed.
Material and Labour PCC (1:4:8) type D-2 using 40 mm graded stone aggregate) as in foundation filling mass concrete complete all as specified and directed.
Material and Labour for old size bricks with fly ash bricks straight or curved on plan exc. 6m mean radius and setting in cement mortar 1:6 etc. complete all as specified as directed.
Rendering 15mm thick in CM 1:6 on Brick or stone or concrete surfaces finished even and fair complete all as specified and directed.
Dismantaling water tanks exceeding 250 liters and upto 500 litres, Complete all as specified and as directed by Engineer-in-Charge.
Dismantaling water tanks exceeding 500 but not exceeding 1000 litres, Complete all as specified and as directed by Engineer-in-Charge.
Supply and fix 500 Litres ISI embosed Rotational moulded polyethylene water storage tanks, three layered, cylindrical vertical with closed top hoisted and fixed in position all as specified in SSR Part I, Complete all as specified and as directed by Engineer-in-Charge.
Supply and fix 1000 Litres ISI embosed Rotational moulded polyethylene water storage tanks, three layered, cylindrical vertical with closed top hoisted and fixed in position all as specified in SSR Part I, Complete all as specified and as directed by Engineer-in-Charge.
Disconnecting exc 500 ltrs and n exc 1000 ltrs existing tanks, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position complete all as specified and directed.
Taking down eaves gutters and rainwater pipes,PVC (SWR) pipes ( any size or pattern ) including all fittings heads ,shoes, bends, complete all as specified and directed.
Supply and fix 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to walls including necessary scaffolding upto the height of building from ground level complete all as specified and directed.
Supply and fix 110 mm PVC (SWR) bends complete all as specified and directed.
Supply and Fix in repairs Vitreous China wash basin, white, flat back, size 580x450mm including brackets, including cutting for and pinning in ends of brackets or erecting stand and including 32mm bore waste coupling of PTMT (half or full threaded) Minimum weight 32mm-45gms/40mm-60 gms) complete all as specified and directed.
Supply and Fix in repair Vitreous china wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe) including pan cover complete all as specified and directed.
Supply and Fix in repairs white vitreous china squatting pan orissa pattern of size 580mm x 440 mm, with integral foot rest and P or S trap connection to trap and to flushing pipe front or back inlet including, trap and taking out old WC & connections etc complete all as specified and directed.
Supply and fix in repair, 10 litre capacity low level PVC valveless, syphonic action type flushing cistern(dual system), white, with inlet, ball valve, flush pipe, PVC connection 15 mm dia and 450 mm long float and handle including bracket complete all as specified and directed.
Supply and Fix in repairs PVC connection pipe 15mm dia and 450mm long complete all as specified and directed.
Rendering 5mm thick in CM 1:4 on concrete surfaces finished even and fair complete all as specified and directed.
Taking down cement plaster on brick or stone walls or concrete surfaces etc incld raking out joints, hacking for key, scrubbing down with water complete all as specified and directed.
Complete removal of exisiting treatment on wall surfaces and preparation of old wall surfaces by filling holes etc and applying two coats of acrylic weather proof exterior emulsion paint over a coat of exterior primer on wall complete all as specified and directed
Material and Labour for preparation of new plastered surfaces of wall and applying two coats of cement based paint over a coat of primer. complete all as specified and directed .
Material and Labour for Pre-cast cement concrete block masonry type C1 1:3:6 (20 mm graded aggregate)with solid blocks, exc. 10 cm in width and setting in mortar (1:6), complete all as sepecified and directed.
Material and Labour for Rendering 10mm thick on brick or concrete surfaces in CM 1:4 & finished even and smooth without using extra cement complete all as sepecified and directed by the Engineer-in-Charge.
Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as sepecified and directed.
Material and Labour for walling of random rubble, brought upto course, well bonded, bedded and solidly hearted, built in CM (1:6) but except stone incl removing mortar and cleaning the stone, stacking for measurement and removal and disposing of debris etc complete all as specified and directed.
Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints as specified of face beds and joints as specified of random rubble walling uncoursed or brought upto course with 40mm maximum depression on face from straight edge held against the dressed surface complete all as specified and directed.
Flush pointing to random rubble, uncoursed or brought upto courses in CM 1:4 complete all as specified directed.
Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and directed.
Supply and fix Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed.
Material and Labour for Providing PCC (1:24) type B1 using 20 mm graded stone aggregate as in coping/Channel of drain etc including necessary formwork complete all as specified and directed.
Dewatering/Desludging of manholes (any size), desilting and removing sludge from manholes mechanically as in foul conditions and removing of sludge up to distance exc 150M and n.exc 200M and deposited in borrow pits including excavation of borrow pits and covered with 10cm thick layers of soil and disposed off surplus soil, refixing manhole cover etc depth n. exc 1.0 mtr of manhole, complete all as sepecified and directed.
Material and Labour for rendering 10mm thick cement plaster in CM 1:4 on other than fair faces of brick/concrete surfaces finished even and smooth with using WPC as per manufacturer recommendations in Manhole complete all as sepecified and directed by the Engineer-in-Charge. Note :- Integral water proofing compound shall be measured and paid separately as "Supply only".
Supply only liquid water proofing compound complete all as specified and directed.
Cleaning of under ground sewage line by excavation and breaking the existing sewage line (minimum two pipe length), removing the blockage, rejoining with new pipe length complete including material and labour, necessary excavation, returning filing, supply of new SGSW/RCC pipe of required lengths haunching the new pipe length with PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) all as directed in situations where cleaning is not possible by rodding, at any depth for 150mm dia pipe complete all as specified & as directed.
All as per item No 33 above but 200 mm bore pipe complete all as sepecified and directed.
Dismantling stone slabs and tiles bedded and pointed in any type of mortar any thickness & any description complete all as sepecified and directed.
Dismantling, floor, hearth or wall tiling including cement mortar bedding (but not backing), and rubbish off the premises complete all as specified and directed
Material and Labour for 450 x 300 x 7 mm thick glazed ceramic coloured tiles as in vertical sufaces such as skirting or dado set & jointed in neat cement slurry & pointed in coloured cement to match the shade of tiles laid over and including 10mm thick backing coat in CM 1:4 complete all as sepecified and directed.
Material and Labour Non- skid ceramic coloured tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of the tiles laid over and including 15mm thick screed in CM 1:6 complete all as sepecified and directed.
Material and Labour for 75 mm thick cement concrete type D2, 1:4:8 (Using 40mm graded stone aggregate) as in sub base complete all as sepecified and directed.
Material and Labour for 25mm thick cement concrete flooring type B0, 1:2:4 using 12.5 mm graded aggregate finished even and fair complete all as sepecified and directed.
Material and Labour for crushed stone sand cushioning below interlocking paver block including spreading and levelling complete all as specified and directed.
Material and Labour for Machine pressed precast rubber moulded concrete coloured interlocking paver block any shape and size confirming to IS 15468-2006 of 60 mm thickness with grey cement and pigment M-35 Grade complete all as specified and directed.
Material and Labour for Machine pressed precast rubber moulded concrete coloured interlocking paver block any shape and size confirming to IS 15468-2006 of 80 mm thickness with grey cement and pigment M-40 Grade complete all as specified and directed.
Material and Labour for machine cut kota stone slab flooring 18-25mm thick laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing, mirror polishing laid over and including 15mm of screed bed in CM 1:6.complete all as sepecified and directed.
Material and labour for factory made precast chequered cement concrete tiles, size 30cmx30cmx22 to 25mm, hydraulically pressed, glossy finished, set jointed in neat cement slurry and pointed with white cement and coloured pigment to match the surface laid over and including 20mm thick screed bed, in CM (1:6) , complete all as specified and directed. NOTE : Shade of the tile shall be as directed by Engr-in-Charge.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
Material and Labour for 75mm thick cement concrete type C-1, 1:3:6 using 20mm graged aggregate as in plinth protection complete all as sepecified and directed.
Material and labor for Cement concrete type B -1, 1:2:4 (20mm graded aggregate) 100 mm thick as in hardstanding complete all as sepecified and directed.
Forming 12mm thick Expansion joints filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade `A' th of slab 100mm complete all as sepecified and directed.
Dismantling of wrought iron and steel work of any description and in any position as any fencing grills complete all as sepecified and directed.
Material and Labour for MS angle posts, struts in fencing including cutting to shape as directed and drilling holes, notching for wire etc, flat iron fillets, bolts etc including all necessary drilling, bolting, riveting, welding etc and similar work conforming to Fe 290-) or grade E-165 complete all as specified and directed.
Material and labour for Framed work as in doors or gates ,grills, ladders 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 of steel sheeting or other covering,running rails and guides) and hanging; also fastening and fixing complete Fe-290 (Gde E-165) complete all as sepecified and directed.
Dismantling fencing wire mesh, any type complete all as sepecified and directed.
Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as sepecified and directed
Supply only Chain link MS galvanised fencing, any size or type complete all as sepecified and directed.
Supply only PVC coated Chain link fencing, any size or type complete all as sepecified and directed.
Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exc 5cm & n exc 10cm long complete all as sepecified and directed.
Supply and fix in repair galvanised 2 strand steel barbed wire 2mm dia barbed with 2mm dia barbs at 75mm spacing & straining & fixing to any type of standared rail, straining bolt including provn of galvanised MS wire, staples or steel pins etc.complete all as sepecified and directed. Note: Each line to be measured and paid.
Material and labour for preparation of new steel surfaces of any description not otherwise described exc 10cm in width or girth & applying with two coats of synthetic enamel paint over a coat of red oxide primer complete all as sepecified and directed.
Material and Labour Preparation of new steel surfaces of any description, n exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide complete all as sepecified and directed.
Supply and Fix flat iron 40 x 6 mm strip for supporting chain link fencing complete all as sepecified and directed.
Mild steel work 10 mm dia round bars as in fencing cut to length, bent to shape etc. complete all as sepecified and directed
Material and Labour for two coat of synthetic enamel paint to old steel surfaces over10cm width or girth including preparation of surfaces complete all as sepecified and directed.
Supply and Fix 75 mm dia PVC (SWR) pipes cut to size and fixed in walls as in weep holes complete all as sepecified and directed.
Supply & Fixing in repair of 610 mm Super Reinforced Barb Helix Coil along with three nos. of Harpoon Ripper horizontal tension strands on existing "Y"angle posts over the boundary wall.The three tension strands should be fixed at the end of the three arms of the existing "Y" angle and the helix of 700mm should be placed in between these three wires so as to circumscribe the angle . The three straight strands of SRPBT should be fixed to these angles after applying the required tension by Tensioner Machine and fixed by Box clipping (3/8") at tensioning points so that these wires retains the tension. The helix of RPBT is to be fixed in such a manner that it toches at least one of the three tensioning wires passing along the three arms of the "Y" angle with minimum 6 spirals per Running meter of fence, thus circumscribing the angle with equal clip to clip spacing . One number "J" clipping is to be done along the length of the fence at one meter interval for fixing the coils alternately to the individual strands with minimum three "J" clippings at each joint of two corresponding coils or horizontal strands complete all as sepecified and directed.
Material and labour for preparation of newly plastered wall surface and applying two coats of acrylic weather proof exterior emulsion paint over a exterior primer on wall complete all as specified and directed.
Maharashtra Enterprises (BID ID -3392440)
M/s S.R lahoti (BID ID -3391879)
SHRI SAI ENTERPRISES (BID ID -3392680)
S.K.HARAL (BID ID -3391691)
M/S SAMRUDHI CONSTRUCTION (BID ID -3392542)
sanjay m. suryawanshi (BID ID -3391724)
Rays Breakers (BID ID -3391916)
AJAY ENTERPRISES (BID ID -3391819)
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