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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 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₹25.0 L+₹79,223 (3.27%)Rejected-AOC PASHAN PUNE | L2 | Rejected-AOC Being L2 | |
| 3 | L3₹25.2 L+₹94,653 (3.90%)Rejected-AOC 26 3 BOMBAY PUNE ROAD LAXMI APARTMENT OPP BU BHANDARI SHOWROOM PUNE 411003 | PUNE | MAHARASHTRA | 411003 | L3 | Rejected-AOC Being L3 | |
| 4 | L4₹25.3 L+₹1.0 L (4.15%)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 | L4 | Rejected-AOC Being L4 | |
| 5 | L5₹25.7 L+₹1.4 L (5.91%)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 | sanjay m. suryawanshi L8 | OM GANESH CONSTRUCTION L4 | Rays Breakers L2 | M/S NILESH BUILDERS L3 | AJAY ENTERPRISES L1 | S.K.HARAL L5 | M/S SAMRUDHI CONSTRUCTION L6 | SHRI SAI ENTERPRISES L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of brick work or stone/boulder masonry built in cement mortar or cement lime mortar including all quoins,pillars,arches etc, and clearing off the premises, complete all as specified and as directed by Engineer-in-Charge. | 153 | Cubic Metre | 1,206 ₹1,84,518 | 950 ₹1,45,350 | 890 ₹1,36,170 | 850 ₹1,30,050 | 840 ₹1,28,520 Lowest | 1,050 ₹1,60,650 | 1,100 ₹1,68,300 | 900 ₹1,37,700 |
| 2.00 | Taking down cement plaster on brick / concrete / stone surface including raking out joints, hacking for key scrubbing down with water etc, complete all as specified and as directed by Engineer-in-Charge. | 350 | Square Metre | 108 ₹37,800 | 70 ₹24,500 | 75 ₹26,250 | 75 ₹26,250 | 65 ₹22,750 | 75 ₹26,250 | 90 ₹31,500 | 60 ₹21,000 Lowest |
| 3.00 | Material and labour for Cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete, sub base etc, complete all as specified and as directed by Engineer-in-Charge. | 16 | Cubic Metre | 4,950 ₹79,200 | 4,800 ₹76,800 | 4,800 ₹76,800 | 4,800 ₹76,800 | 4,500 ₹72,000 Lowest | 4,950 ₹79,200 | 4,900 ₹78,400 | 5,000 ₹80,000 |
| 4.00 | Material and labour for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6, complete all as specified and as directed by Engineer-in-Charge. | 60 | Cubic Metre | 5,220 ₹3,13,200 | 4,800 ₹2,88,000 | 4,900 ₹2,94,000 | 5,500 ₹3,30,000 | 4,500 ₹2,70,000 | 4,900 ₹2,94,000 | 4,950 ₹2,97,000 | 4,000 ₹2,40,000 Lowest |
| 5.00 | Material and labour for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 but except stone, complete all as specified and as directed by Engineer-in-Charge. | 45 | Cubic Metre | 2,700 ₹1,21,500 | 2,700 ₹1,21,500 | 2,300 ₹1,03,500 Lowest | 2,300 ₹1,03,500 Lowest | 2,400 ₹1,08,000 | 2,450 ₹1,10,250 | 2,350 ₹1,05,750 | 2,500 ₹1,12,500 |
| 6.00 | Extra over stone walling for hammer dressing to face stones and dressing or face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression 20 mm on face from straight edge held against the dressed surface Granite or Trap Stone, complete all as specified and as directed by Engineer-in-Charge. | 80 | Square Metre | 225 ₹18,000 | 250 ₹20,000 | 180 ₹14,400 | 150 ₹12,000 Lowest | 200 ₹16,000 | 210 ₹16,800 | 225 ₹18,000 | 150 ₹12,000 Lowest |
| 7.00 | Material and labour for keyed pointing to random rubble, uncoursed or brought upto courses in CM 1:3, complete all as specified and as directed by Engineer-in-Charge. | 60 | 10 Square Metre | 2,340 ₹1,40,400 | 2,200 ₹1,32,000 | 2,100 ₹1,26,000 | 2,100 ₹1,26,000 | 2,300 ₹1,38,000 | 2,250 ₹1,35,000 | 2,300 ₹1,38,000 | 1,500 ₹90,000 Lowest |
| 8.00 | 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 cement mortar (1:6), complete all as specified and directed. | 40 | Cubic Metre | 7,506 ₹3,00,240 | 6,800 ₹2,72,000 | 7,100 ₹2,84,000 | 6,500 ₹2,60,000 Lowest | 6,900 ₹2,76,000 | 7,300 ₹2,92,000 | 7,200 ₹2,88,000 | 7,000 ₹2,80,000 |
| 9.00 | Material and labour for Brick work with fly ash bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 with old size bricks, complete all as specified and directed. | 8 | Cubic Metre | 8,100 ₹64,800 | 5,500 ₹44,000 Lowest | 7,000 ₹56,000 | 6,350 ₹50,800 | 6,400 ₹51,200 | 7,200 ₹57,600 | 7,000 ₹56,000 | 6,930 ₹55,440 |
| 10.00 | Material and labour for PCC 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in copping including necessary form work complete all as specified and directed. | 8 | Cubic Metre | 5,850 ₹46,800 | 5,300 ₹42,400 | 5,400 ₹43,200 | 5,500 ₹44,000 | 5,200 ₹41,600 Lowest | 5,550 ₹44,400 | 5,350 ₹42,800 | 6,000 ₹48,000 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
7 Jul 2025, 6:00 pmClosed
GE RnD Pashan
GE RnD Pashan
REPAIR TO STORM WATER DRAIN, COMPOUND WALL, FENCING AND GATE AT DRDO ESTATE PASHAN AREA UNDER GE(I) RnD PASHAN
2025_MES_714744_1
GERD/PSN/TOKEN/30 OF 2025-26
Open Tender
Civil Works
Item Rate
180 days
GE RnD Pashan
As per tender documents
8 documents required · 8 mandatory
₹500
GE RnD Pashan
₹50,000
Yes
20 Aug 2025
16 Jun 2025
9 Jul 2025
16 Jun 2025
7 Jul 2025
30 Jun 2025
16 Jun 2025 - 23 Jun 2025
Amount
Demolition of brick work or stone/boulder masonry built in cement mortar or cement lime mortar including all quoins,pillars,arches etc, and clearing off the premises, complete all as specified and as directed by Engineer-in-Charge.
Taking down cement plaster on brick / concrete / stone surface including raking out joints, hacking for key scrubbing down with water etc, complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete, sub base etc, complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6, complete all as specified and as directed by Engineer-in-Charge.
Material and labour for Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in CM 1:6 but except stone, complete all as specified and as directed by Engineer-in-Charge.
Extra over stone walling for hammer dressing to face stones and dressing or face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression 20 mm on face from straight edge held against the dressed surface Granite or Trap Stone, complete all as specified and as directed by Engineer-in-Charge.
Material and labour for keyed pointing to random rubble, uncoursed or brought upto courses in CM 1:3, complete all as specified and as directed by Engineer-in-Charge.
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 cement mortar (1:6), complete all as specified and directed.
Material and labour for Brick work with fly ash bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 with old size bricks, complete all as specified and directed.
Material and labour for PCC 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in copping including necessary form work complete all as specified and directed.
Material and labour for Providing PCC (1:24) type B1 using 20 mm graded aggregate as in surface Channel of drain etc complete all as specified and directed.
Material and labour for rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and directed by the Engineer-in-Charge.
Material & Labour for applying Two 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/ 10 sqm over new surfaces, Complete all as specified and as directed by Engineer-in-Charge.
Supply and fix in repairs 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joints, as in trenches, walls, sweep hole etc complete all as specified 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 75 mm thick cement concrete type D2, 1:4:8 (Using 40mm graded stone aggregate) as in sub base etc finished all as specified and directed.
Material and Labour for screed bed or bedding layer of mortar 15 mm thick for laying floor finishes in CM 1:6 complete all as specified and directed.
Material and Labour for cement concrete paving tiles 300x 300 x 25 mm thick, rubber moulded with white cement and pigments set, jointed in neat slurry in floors, and cut and polished complete all as specified and directed.
Demolition of cement concrete (unreinforced ) n.exc 15cm thickness (below or above ground level) and removing debris from site complete all as spcified and directed.
Material and labour for Cement concrete 1:2:4, type B -1 (using 20mm graded stone aggregate) 100 mm thick as in hardstanding, Complete all as specified and as directed by Engineer-in-Charge.
Material and labour for painting two coat of synthetic enamel paint on old steel surfaces of any description over 10cm width or girth including preparation of surfaces and complete all as specified and directed.
Dismantling of wrought iron and steel work of any description and in any position as any fencing grills, Complete all as specified and as directed by Engineer-in-Charge.
Dismantling fencing wire mesh, any type complete all as specified 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 as directed by Engineer-in-Charge.
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 specified and directed.
Supply only Chain link MS galvanised fencing, any size or type complete all as specified and directed.
Supply and Fix Hard drawn steel wire fabric, mesh size 50mm x 3.0mm dia each way, weight n. exc 4Kg per sqm cut to lengths, bent to shape required and tying with and including mild steel wire (annealed) not less than 0.9mm in dia, Complete all as specified and as directed by Engineer-in-Charge.
Material & 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 specified and directed.
Supply and fix in repairs Galvanised. 2 strand, steel barbed wire 2mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. complete all as specified and directed.
Supply and Fix in repair of 610 mm Super Reinforced Barb Helix Coil along with three nos. of Harpoon Ripper horizontal tension strands fixed 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 specified and directed.
Rays Breakers (BID ID -3347111)
M/S NILESH BUILDERS (BID ID -3347853)
OM GANESH CONSTRUCTION (BID ID -3344110)
S.K.HARAL (BID ID -3349094)
M/S SAMRUDHI CONSTRUCTION (BID ID -3346549)
SHRI SAI ENTERPRISES (BID ID -3349010)
sanjay m. suryawanshi (BID ID -3343819)
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