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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.5 LAccepted-AOC | ₹27.5 L | L1 | Accepted-AOC BEING LOWEST |
| 2 | L2₹27.5 L+₹3,734.40 (0.14%)Rejected-Finance | ₹27.5 L+₹3,734.40 (0.14%) | L2 | Rejected-Finance NOT BEING LOWEST |
| 3 | L3₹31.7 L+₹4.2 L (15.3%)Rejected-Finance | ₹31.7 L+₹4.2 L (15.3%) | L3 | Rejected-Finance NOT BEING LOWEST |
| 4 | L4₹32.3 L+₹4.9 L (17.7%)Rejected-Finance | ₹32.3 L+₹4.9 L (17.7%) | L4 | Rejected-Finance NOT BEING LOWEST |
| 5 | L5₹32.4 L+₹4.9 L (17.9%)Rejected-Finance | ₹32.4 L+₹4.9 L (17.9%) | L5 | Rejected-Finance NOT BEING LOWEST |
| Sl No | Description | Qty | Unit | Sayili Enterprises L3 | Mehta and Co. L1 | M/S P D TUPE L2 | M/S OMSAI ENTERPRISES L4 | agarwal and company L8 | Siya Buildcon L7 | Sky Vision Construction L11 | MAGAR INFRA APROJECTS L9 | EAST PUNE SERVICES L10 | M/s.C.D.Rathod L5 | Bharekar Construction L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 directed. | 65 | EACH | 30 ₹1,950 Lowest | 100 ₹6,500 | 263.56 ₹17,131.4 | 175 ₹11,375 | 200 ₹13,000 | 381.4 ₹24,791 | 255 ₹16,575 | 100 ₹6,500 | 2,000 ₹1,30,000 | 80 ₹5,200 | 351 ₹22,815 |
| 2.00 | M&L PCC in foundation type C 2, 1:3:6 (40 mm grade stone aggregate) as in filling and mass concrete complete all as specified and directed. | 14.04 | CUM | 3,200 ₹44,928 | 3,500 ₹49,140 | 4,200 ₹58,968 | 3,000 ₹42,120 | 2,500 ₹35,100 Lowest | 5,862 ₹82,302.48 | 5,555 ₹77,992.2 | 3,800 ₹53,352 | 4,500 ₹63,180 | 3,200 ₹44,928 | 5,000 ₹70,200 |
| 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 directed. | 500 | KG | 116 ₹58,000 | 110 ₹55,000 | 95 ₹47,500 | 110 ₹55,000 | 115 ₹57,500 | 93.63 ₹46,815 | 155 ₹77,500 | 95 ₹47,500 | 150 ₹75,000 | 90 ₹45,000 Lowest | 100 ₹50,000 |
| 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. | 9,500 | KG | 110 ₹10,45,000 | 101 ₹9,59,500 | 95 ₹9,02,500 Lowest | 125 ₹11,87,500 | 115 ₹10,92,500 | 124.11 ₹11,79,045 | 105 ₹9,97,500 | 160 ₹15,20,000 | 170 ₹16,15,000 | 99 ₹9,40,500 | 100 ₹9,50,000 |
| 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. | 180 | SQM | 60 ₹10,800 | 100 ₹18,000 | 60 ₹10,800 | 120 ₹21,600 | 75 ₹13,500 | 144.4 ₹25,992 | 55 ₹9,900 Lowest | 100 ₹18,000 | 300 ₹54,000 | 60 ₹10,800 | 60 ₹10,800 |
| 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 covering /cladding to wall fixed with self tapping screws complete all as specified and directed. | 700 | SQM | 670 ₹4,69,000 | 650 ₹4,55,000 Lowest | 690 ₹4,83,000 | 715 ₹5,00,500 | 700 ₹4,90,000 | 767.01 ₹5,36,907 | 777 ₹5,43,900 | 690 ₹4,83,000 | 850 ₹5,95,000 | 750 ₹5,25,000 | 700 ₹4,90,000 |
| 7.00 | S&F pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in ridges, roof covering/clading to wall, fixed with self tapping screws as specified. | 40 | SQM | 500 ₹20,000 Lowest | 600 ₹24,000 | 690 ₹27,600 | 625 ₹25,000 | 750 ₹30,000 | 767.01 ₹30,680.4 | 777 ₹31,080 | 690 ₹27,600 | 850 ₹34,000 | 700 ₹28,000 | 700 ₹28,000 |
| 8.00 | Excavation in trenches n.exc 1.5m deep & n.exc 1.5m wide and n. exc 10 sqm on plan, in hard/dense soil and getting out completed all as specified and directed. | 40 | CUM | 290 ₹11,600 | 200 ₹8,000 | 300 ₹12,000 | 200 ₹8,000 | 500 ₹20,000 | 675 ₹27,000 | 555 ₹22,200 | 100 ₹4,000 Lowest | 100 ₹4,000 Lowest | 100 ₹4,000 Lowest | 250 ₹10,000 |
| 9.00 | M&L PCC 1:4:8 type D-2 (using 40 mm graded stone agg) as in foundation filling, mass concrete complete all as specified & directed. | 3 | CUM | 2,500 ₹7,500 Lowest | 3,000 ₹9,000 | 5,100 ₹15,300 | 3,750 ₹11,250 | 7,000 ₹21,000 | 5,483.1 ₹16,449.3 | 7,555 ₹22,665 | 2,750 ₹8,250 | 4,000 ₹12,000 | 2,800 ₹8,400 | 5,000 ₹15,000 |
| 10.00 | M&L for precast cement concrete block masonry with solid blocks of PCC 1:3:6 type C1 using 20 mm graded stone aggregate, exc. 10 cm in width and setting in CM 1:6, complete. | 40 | CUM | 5,000 ₹2,00,000 | 5,000 ₹2,00,000 | 4,500 ₹1,80,000 | 4,800 ₹1,92,000 | 6,500 ₹2,60,000 | 8,439.6 ₹3,37,584 | 5,777 ₹2,31,080 | 5,500 ₹2,20,000 | 4,000 ₹1,60,000 Lowest | 6,000 ₹2,40,000 | 5,000 ₹2,00,000 |
Tender Value
₹43.5 L
EMD Value
₹88,000
Closing Date
28 Aug 2025, 6:00 pmClosed
GE I R AND D GIRINAGAR PUNE-25
GE I R AND D GIRINAGAR PUNE-25
PROVISION OF PARKING SHED WITH HARDSTANDING FOR STUDENT OFFR AT TECH AREA OF MILIT GIRINAGAR PUNE 25
2025_MES_724552_1
GE I R AND D GNR TOKEN 54 OF 2025-2026 (8910)
Open Tender
Civil Works
Lump-sum
180 days
GE I R AND D GIRINAGAR PUNE-25
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE I R AND D GIRINAGAR PUNE-25
₹88,000
Yes
8 Oct 2025
5 Aug 2025
30 Aug 2025
5 Aug 2025
28 Aug 2025
20 Aug 2025
5 Aug 2025 - 13 Aug 2025
Amount
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 directed.
M&L PCC in foundation type C 2, 1:3:6 (40 mm grade stone aggregate) as in filling and mass concrete complete all as specified and directed.
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 directed.
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.
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.
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 covering /cladding to wall fixed with self tapping screws complete all as specified and directed.
S&F pre- painted galvalume aluminum zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in ridges, roof covering/clading to wall, fixed with self tapping screws as specified.
Excavation in trenches n.exc 1.5m deep & n.exc 1.5m wide and n. exc 10 sqm on plan, in hard/dense soil and getting out completed all as specified and directed.
M&L PCC 1:4:8 type D-2 (using 40 mm graded stone agg) as in foundation filling, mass concrete complete all as specified & directed.
M&L for precast cement concrete block masonry with solid blocks of PCC 1:3:6 type C1 using 20 mm graded stone aggregate, exc. 10 cm in width and setting in CM 1:6, complete.
M&L for rendering 15 mm thick on other than fair faces of brick or concrete surfaces in CM (1:4), finishing even and smooth without using exta cement complete all as specified and directed. .
Surface dressing not exc 15 cm deep and getting out in soft/ loose soil complete all as specified and directed.
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 directed.
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 directed.
M & L for machine made Rubber moulded precast cement concrete interlocking paver block (coloured), Glossy finish pre polished of any shape and size with white cement and pigment confirming to IS 15658-2006 of 60 mm thickness M-35 Grade and filleting to edges with cement concrete work complete all as specified and directed.
M&L for PCC, 1:2:4 type- B-1 (20mm graded stone aggregate) finishing cement concrete surface even and smooth using extra cement,using dewatering trimix method 150 mm thick complete all as specified and as directed by Engr-in -Charge
M&L PCC, 1:2:4 type B-1 (20mm graded stone aggregate) 40mm thick finishing cement concrete surface even and smooth using extra cement, complete all as specified and as directed by Engr-in -Charge
M&L for forming 12mm thick expansion joints for 150mm thick concrete, filled with pre-formed bituminous filler and top 30mm primed and sealed with sealing compound, Grade 'A', complete all as specified and directed.
Returning filling in including spreading levelling watering & well ramming in layers n exc . 25 cm each complete all as specified and as directed.
Removing excavated material n exc 50 m and depositing where directed at a level not exc 1.5 mtr above the starting point complete all as specified and directed.
M/S P D TUPE (BID ID -3409078)
Sayili Enterprises (BID ID -3406572)
M/S OMSAI ENTERPRISES (BID ID -3409292)
M/s.C.D.Rathod (BID ID -3409379)
Bharekar Construction (BID ID -3409119)
Siya Buildcon (BID ID -3409466)
agarwal and company (BID ID -3409431)
MAGAR INFRA APROJECTS (BID ID -3409562)
EAST PUNE SERVICES (BID ID -3400173)
Sky Vision Construction (BID ID -3408400)
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