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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.6 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹28.6 L+₹8,874.50 (0.31%)Rejected-Finance | L2 | Rejected-Finance NOT BEING LOWEST | |
| 3 | L3₹28.8 L+₹23,853.75 (0.84%)Rejected-Finance | L3 | Rejected-Finance NOT BEING LOWEST | |
| 4 | L4₹29.2 L+₹62,170 (2.18%)Rejected-Finance | L4 | Rejected-Finance NOT BEING LOWEST | |
| 5 | L5₹30.0 L+₹1.4 L (4.97%)Rejected-Finance | L5 | Rejected-Finance NOT BEING LOWEST |
| Sl No | Description | Qty | Unit | Sayili Enterprises L1 | M/S, J.K.CONSTRUCTION L5 | sagar construction L4 | SANDHYA ENTERPRISES L6 | SUJATA CONSTRUCTION L10 | M/s A D Mutha L9 | M/S Narendra Construction L2 | M/S Divyani Aadhar Patil L3 | A K ENTERPRISES L8 | BUILD ELITE ENGINEERS L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in post holes in any type of soil (or similar hoels ) each n exc 0.5 cum getting out, returining, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm , watering, and removing surplus soil to a distance n exc 50 mtr. complete all as specified and as directed. | 50 | EACH | 40 ₹2,000 Lowest | 200 ₹10,000 | 100 ₹5,000 | 158.76 ₹7,938 | 250 ₹12,500 | 390 ₹19,500 | 216 ₹10,800 | 150 ₹7,500 | 301 ₹15,050 | 325 ₹16,250 |
| 2.00 | M&L cement concrete in foundation type C 2, 1:3:6 ( 40 mm grade stone aggregate) as in filling and mass concrete complete all as specified and as directed. | 5.06 | CUM | 3,100 ₹15,693.75 | 3,600 ₹18,225 | 5,500 ₹27,843.75 | 5,700 ₹28,856.25 | 7,000 ₹35,437.5 | 3,500 ₹17,718.75 | 4,500 ₹22,781.25 | 3,000 ₹15,187.5 Lowest | 3,400 ₹17,212.5 | 5,500 ₹27,843.75 |
| 3.00 | S&F Structural Rolled mild steel in plates, girder,channels square cut or notched (ordinary and colour sunk) forming holes, without any attachment conf to Fe 410-W (Gde E-250) quality 'A' complete all as specified and as directed. | 450 | KG | 103 ₹46,350 | 115 ₹51,750 | 108 ₹48,600 | 93 ₹41,850 | 135 ₹60,750 | 115 ₹51,750 | 81 ₹36,450 Lowest | 90 ₹40,500 | 99 ₹44,550 | 155 ₹69,750 |
| 4.00 | S&F Structural steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes confrming to IS 1161-1979 grade St-240 Complete all as specified and as directed. | 9,210 | KG | 110 ₹10,13,100 | 113 ₹10,40,730 | 105 ₹9,67,050 | 100 ₹9,21,000 | 145 ₹13,35,450 | 115 ₹10,59,150 | 104.4 ₹9,61,524 | 95 ₹8,74,950 | 110 ₹10,13,100 | 92 ₹8,47,320 Lowest |
| 5.00 | M&L applying two coats of synthetic enamel paint over a coat of red oxide or zinc chromate primer including preparation of new steel or iron surfaces exc 10 cm width or girth, complete all as specified and directed. | 120 | SQM | 70 ₹8,400 | 50 ₹6,000 Lowest | 100 ₹12,000 | 140 ₹16,800 | 90 ₹10,800 | 50 ₹6,000 Lowest | 81 ₹9,720 | 110 ₹13,200 | 66 ₹7,920 | 180 ₹21,600 |
| 6.00 | S&F Pre-painted galvalume aluminium zinc coated GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof couring /cladding to wall fixed with self tapping screws complete all as specified and directed. | 730 | SQM | 744 ₹5,43,120 | 750 ₹5,47,500 | 800 ₹5,84,000 | 690 ₹5,03,700 | 900 ₹6,57,000 | 925 ₹6,75,250 | 630 ₹4,59,900 Lowest | 650 ₹4,74,500 | 801 ₹5,84,730 | 822 ₹6,00,060 |
| 7.00 | Surface Excavation not exceeding 30cm deep and average 15cm deep and getting out in soft/ loose soil complete all as specfied and directed | 1,180 | SQM | 37 ₹43,660 | 60 ₹70,800 | 47 ₹55,460 | 150 ₹1,77,000 | 160 ₹1,88,800 | 45 ₹53,100 | 27 ₹31,860 | 15 ₹17,700 Lowest | 221 ₹2,60,780 | 88 ₹1,03,840 |
| 8.00 | M & L for Hardcore(Broken boulder) of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 88.5 | CUM | 1,280 ₹1,13,280 | 1,050 ₹92,925 | 900 ₹79,650 | 1,655 ₹1,46,467.5 | 750 ₹66,375 | 550 ₹48,675 | 900 ₹79,650 | 700 ₹61,950 | 950 ₹84,075 | 450 ₹39,825 Lowest |
| 9.00 | M & L 75 mm thick PCC (1:4:8) type D2, using 40 mm graded stone aggregate as in sub base surface finished even and rough to receive floor topping complete all as specified and as directed. | 1,180 | SQM | 227 ₹2,67,860 | 210 ₹2,47,800 Lowest | 240 ₹2,83,200 | 430 ₹5,07,400 | 300 ₹3,54,000 | 270 ₹3,18,600 | 270 ₹3,18,600 | 280 ₹3,30,400 | 304 ₹3,58,720 | 302 ₹3,56,360 |
| 10.00 | S & F 60mm thick factory made chamfered edge cement concrete pavar block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness and patten over and including 50mm thick compated bed of course sand, compacting and proper embedding/ laying of interlocking paver blocks into the send bedding layer through vibraroty compation by using plat vibrator, filling the joints with firne sand and cutting of paver block as per required size and pattern finising and sweeping extra snad complete all as specified and directed. | 730 | SQM | 656 ₹4,78,880 Lowest | 750 ₹5,47,500 | 740 ₹5,40,200 | 660 ₹4,81,800 | 1,100 ₹8,03,000 | 1,025 ₹7,48,250 | 810 ₹5,91,300 | 850 ₹6,20,500 | 790 ₹5,76,700 | 995 ₹7,26,350 |
Tender Value
₹42.2 L
EMD Value
₹84,500
Closing Date
2 Jul 2026, 6:00 pmClosed
GE I R AND D GIRINAGAR PUNE
GE I R AND D GIRINAGAR PUNE
PROVN OF PARKING SHED AT JCO AND OR MD ACCN AT MILIT GIRINAGAR PUNE 25
2026_MES_771420_1
GE I R AND D GNR TOKEN 02 OF 2026-2027(8974)
Open Tender
Civil Works
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
₹84,500
Yes
24 Sept 2026
11 Jun 2026
4 Jul 2026
11 Jun 2026
2 Jul 2026
25 Jun 2026
11 Jun 2026 - 18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in post holes in any type of soil (or similar hoels ) each n exc 0.5 cum getting out, returining, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm , watering, and removing surplus soil to a distance n exc 50 mtr. complete all as specified and as directed. | 50 | EACH | - | - |
| 2 | M&L cement concrete in foundation type C 2, 1:3:6 ( 40 mm grade stone aggregate) as in filling and mass concrete complete all as specified and as directed. | 5.06 | CUM | - | - |
| 3 | S&F Rolled mild steel in plates, girder,channels square cut or notched (ordinary and colour sunk) forming holes, without any attachment conf to Fe 410-W (Gde E-250) quality 'A' complete all as specified and as directed. | 450 | KG | - | - |
| 4 | S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes confrming to IS 1161-1979 grade St-240 Complete all as specified and as directed. | 9,210 | KG | - | - |
| 5 | M&L applying two coats of synthetic enamel paint over a coat of red oxide or zinc chromate primer including preparation of new steel or iron surfaces exc 10 cm width or girth, complete all as specified and directed. | 120 | SQM | - | - |
| 6 | S&F Pre-painted galvalume aluminium zinc coated GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof couring /cladding to wall fixed with self tapping screws complete all as specified and directed. | 730 | SQM | - | - |
| 7 | Rough Excavation not exceeding 1.5m deep and getting out in soft/ loose soil complete all as specfied and directed | 177 | SQM | - | - |
| 8 | Hardcore(Broken boulder) of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 88.5 | CUM | - | - |
| 9 | M & L 75 mm thick PCC (1:4:8) type D2, using 40 mm graded stone aggregate as in sub base surfice finished even and rough to receive floor topping complete all as specified and as directed. | 1,180 | SQM | - | - |
| 10 | S & F 60mm thick factory made chamfered edge cement concrete pavar block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc. of required strength, thickness and patten over and including 50mm thick compated bed of course sand, compacting and proper embedding/ laying of interlocking paver blocks into the send bedding layer through vibraroty compation by using plat vibrator, filling the joints with firne sand and cutting of paver block as per required size and pattern finising and sweeping extra snad complete all as specified and directed. | 730 | SQM | - | - |
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