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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.9 LAccepted-Finance | ₹35.9 L | L1 | Accepted-Finance BEING LOWEST |
| 2 | L2₹37.9 L+₹1.9 L (5.37%)Rejected-Finance | ₹37.9 L+₹1.9 L (5.37%) | L2 | Rejected-Finance NOT BEING LOWEST |
| 3 | L3₹40.9 L+₹5.0 L (13.8%)Rejected-Finance | ₹40.9 L+₹5.0 L (13.8%) | L3 | Rejected-Finance NOT BEING LOWEST |
| 4 | L4₹41.0 L+₹5.1 L (14.1%)Rejected-Finance | ₹41.0 L+₹5.1 L (14.1%) | L4 | Rejected-Finance NOT BEING LOWEST |
| 5 | L5₹46.5 L+₹10.6 L (29.5%)Rejected-Finance | ₹46.5 L+₹10.6 L (29.5%) | L5 | Rejected-Finance NOT BEING LOWEST |
| Sl No | Description | Qty | Unit | Smruti Construction L3 | Sunshine Ventures L8 | M/s S S Enterprises L4 | Siddhant Hukumchand kumath L2 | M/s. R. R. ASSOCIATES L6 | M/S CHHTRAPATI CONSTRUCTION L7 | M/S Rudra Construction & Developers L1 | G.M. Construction L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | B/R Portion
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and forall lift, complete all as specified and directed. All kind of soil. | 880 | CUM | 165 ₹1,45,200 | 165 ₹1,45,200 | 135 ₹1,18,800 | 100 ₹88,000 Lowest | 110 ₹96,800 | 145 ₹1,27,600 | 120 ₹1,05,600 | 110 ₹96,800 |
| 2.00 | M&L 150 mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. | 145 | TEN SQM | 2,200 ₹3,18,991.2 | 3,658 ₹5,30,395.37 | 603 ₹87,432.59 Lowest | 1,200 ₹1,73,995.2 | 2,200 ₹3,18,991.2 | 1,200 ₹1,73,995.2 | 2,100 ₹3,04,491.6 | 1,500 ₹2,17,494 |
| 3.00 | M&L for Rolling and consolidating formation surfaces in cutting with power Roller exc 08 tonne but n exc 12 tonne complete all as specified and directed. | 145 | TEN SQM | 150 ₹21,749.4 | 172 ₹24,939.31 | 180 ₹26,099.28 | 26 ₹3,769.9 | 70 ₹10,149.72 | 50 ₹7,249.8 | 10 ₹1,449.96 Lowest | 250 ₹36,249 |
| 4.00 | M & L for construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete all as specified and directed. | 216 | CUM | 3,200 ₹6,91,212.8 | 5,723 ₹12,36,190.89 | 4,005 ₹8,65,096.02 | 2,600 ₹5,61,610.4 Lowest | 4,950 ₹10,69,219.8 | 4,200 ₹9,07,216.8 | 2,900 ₹6,26,411.6 | 3,950 ₹8,53,215.8 |
| 5.00 | M & L for design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for
contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants,complete all as specified and directed. (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Note:- (i). Cement content considered in M-30 is @ 340 kg/cum. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | 288 | CUM | 6,500 ₹18,72,013 Lowest | 8,496 ₹24,46,864.99 | 7,020 ₹20,21,774.04 | 6,500 ₹18,72,013 Lowest | 8,050 ₹23,18,416.1 | 9,400 ₹27,07,218.8 | 6,500 ₹18,72,013 Lowest | 8,500 ₹24,48,017 |
| 6.00 | M & L for 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and directed and accordance with applicable specifications. | 45 | SQM | 700 ₹31,500 | 968 ₹43,560 | 540 ₹24,300 | 3,800 ₹1,71,000 | 60 ₹2,700 Lowest | 700 ₹31,500 | 500 ₹22,500 | 290 ₹13,050 |
| 7.00 | M & L for precast 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 etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 30 | CUM | 8,500 ₹2,55,000 | 12,980 ₹3,89,400 | 9,999 ₹2,99,970 | 6,000 ₹1,80,000 Lowest | 8,000 ₹2,40,000 | 8,500 ₹2,55,000 | 6,000 ₹1,80,000 Lowest | 9,500 ₹2,85,000 |
| 8.00 | S & F for steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or morem complete all as specified and directed. | 400 | KG | 95 ₹38,000 | 102 ₹40,800 | 99 ₹39,600 | 60 ₹24,000 Lowest | 90 ₹36,000 | 105 ₹42,000 | 95 ₹38,000 | 90 ₹36,000 |
| 9.00 | M & L for 60 mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. complete all as specified and directed. | 220 | SQM | 850 ₹1,87,000 | 992 ₹2,18,240 | 720 ₹1,58,400 | 750 ₹1,65,000 | 900 ₹1,98,000 | 850 ₹1,87,000 | 680 ₹1,49,600 Lowest | 999 ₹2,19,780 |
| 10.00 | M&L for Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed. complete all as specified and directed. | 880 | CUM | 85 ₹74,800 | 195 ₹1,71,600 | 135 ₹1,18,800 | 200 ₹1,76,000 | 80 ₹70,400 | 10 ₹8,800 Lowest | 54 ₹47,520 | 25 ₹22,000 |
Tender Value
₹48.5 L
EMD Value
₹97,010
Closing Date
18 Aug 2026, 6:00 pmClosed
GE I R AND D GIRINAGAR PUNE
GE I R AND D GIRINAGAR PUNE
PROVN OF PQC CONNECTING ROAD FROM RESIDENTIAL AREA TO MAIN ROAD AND IN FRONT OF BUILDING NO P 216 AT VRDE AHMEDNAGAR
2026_MES_779866_1
GE I R AND D GNR TOKEN 38 OF 2026-27(8026)
Open Tender
Civil Works - Roads
Item Rate
180 days
GE I R AND D GIRINAGAR PUNE
AS PER TENDER DOCUMENT
8 documents required · 8 mandatory
₹500
GE I R AND D GIRINAGAR PUNE
₹97,010
19 Sept 2026
21 Jul 2026
20 Aug 2026
21 Jul 2026
18 Aug 2026
4 Aug 2026
21 Jul 2026 - 28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | B/R Portion
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and forall lift, complete all as specified and directed. All kind of soil. | 880 | CUM | - | - |
| 2 | M&L 150 mm thick Soling (or sub base) with broken boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed. | 145 | TEN SQM | - | - |
| 3 | M&L for Rolling and consolidating formation surfaces in cutting with power Roller exc 08 tonne but n exc 12 tonne complete all as specified and directed. | 145 | TEN SQM | - | - |
| 4 | M & L for construction of dry lean cement concrete sub base over a prepared sub- grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete all as specified and directed. | 216 | CUM | - | - |
| 5 | M & L for design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for
contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants,complete all as specified and directed. (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Note:- (i). Cement content considered in M-30 is @ 340 kg/cum. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | 288 | CUM | - | - |
| 6 | M & L for 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete all as specified and directed and accordance with applicable specifications. | 45 | SQM | - | - |
| 7 | M & L for precast 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 etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | 30 | CUM | - | - |
| 8 | S & F for steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or morem complete all as specified and directed. | 400 | KG | - | - |
| 9 | M & L for 60 mm thick factory made cement concrete interlocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. complete all as specified and directed. | 220 | SQM | - | - |
| 10 | M&L for Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where directed. complete all as specified and directed. | 880 | CUM | - | - |
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