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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.3 LAdmitted-Finance | ₹47.3 L | L1 | Admitted-Finance |
| 2 | L2₹48.8 L+₹1.5 L (3.27%)Admitted-Finance | ₹48.8 L+₹1.5 L (3.27%) | L2 | Admitted-Finance |
| 3 | L3₹50.0 L+₹2.7 L (5.71%)Admitted-Finance | ₹50.0 L+₹2.7 L (5.71%) | L3 | Admitted-Finance |
| 4 | L4₹50.6 L+₹3.3 L (7.04%)Admitted-Finance PLOT NO 1134 1196 MORIVALI VILLAGE TAL AMBARNATH DIST THANE AMBERNATH 421505 | AMBERNATH | THANE | MAHARASHTRA | 421505 | ₹50.6 L+₹3.3 L (7.04%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical NEAR SWAMI SAMARTH MANDIR GROUND FLOOR 28 1 1 D SHIVRAJ NAGAR SAI MIRACLE ROAD RAHATNI PUNE 411 017 | PUNE | MAHARASHTRA | 411017 | - | - | Rejected-Technical Due to not enlisted in appropriate category as per NIT i.e. a(i) and b(i) |
| Sl No | Description | Qty | Unit | AISWARYA ENTERPRISES L1 | NEELESH ENGINEERS L2 | shakti engineering and electrical works L4 | T.H.ASSOCIATES L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavating holes in all kinds of soil more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soild, as directed within a lead of 50 m and lift upto 1.5 m. complete all as specified and directed. | 8 | Each | 300 ₹2,400 Lowest | 450 ₹3,600 | 330 ₹2,640 | 300 ₹2,400 Lowest |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 type B1 (using 20 mm graded stone aggregated) complete all as specified and directed. | 2 | Cubic Metre | 8,000 ₹16,000 | 5,400 ₹10,800 Lowest | 5,670 ₹11,340 | 5,600 ₹11,200 |
| 3.00 | Material and labour for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 applying a priming coat of approved steel primer Complete all as specified and as directed by Engineer-in-Charge. | 592 | Kilogram | 125 ₹74,000 Lowest | 135 ₹79,920 | 145 ₹85,840 | 145 ₹85,840 |
| 4.00 | Material and labour for Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete all as specified and directed. | 480 | Kilogram | 125 ₹60,000 Lowest | 135 ₹64,800 | 146 ₹70,080 | 145 ₹69,600 |
| 5.00 | Supply and fix Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. | 113 | Square Metre | 1,000 ₹1,13,000 | 810 ₹91,530 Lowest | 1,060 ₹1,19,780 | 1,000 ₹1,13,000 |
| 6.00 | Material and labour for Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications for Painting of Steel work with Deluxe Multi Surface Paint to give an even shade. Two coats applied @ 0.90 ltr/ 10 sqm over and under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture complete all as specified and directed. | 85 | Square Metre | 120 ₹10,200 Lowest | 135 ₹11,475 | 142 ₹12,070 | 145 ₹12,325 |
| 7.00 | Earth work in excavation for all kind of soil, by mechanical means (hydraulic excavation) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m complete all as specified and directed by Engineer-in-charge. | 16 | Cubic Metre | 550 ₹8,800 | 240 ₹3,840 Lowest | 560 ₹8,960 | 500 ₹8,000 |
| 8.00 | Excavation work for ordinary rock by mechanical means (Hydraulic excavator) / manual means in foundation means in foundation trenches or drains (not exceeding 1.5m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. Ordinary rock complete all as specified and directed by Engineer-in-charge. | 21 | Cubic Metre | 700 ₹14,700 | 450 ₹9,450 Lowest | 560 ₹11,760 | 550 ₹11,550 |
| 9.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) complete all as specified and directed. | 4.5 | Cubic Metre | 5,000 ₹22,500 | 4,500 ₹20,250 Lowest | 4,550 ₹20,475 | 4,500 ₹20,250 Lowest |
| 10.00 | Material and labour for Random Rubble Masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand) complete all as specified and directed. | 35 | Cubic Metre | 4,500 ₹1,57,500 Lowest | 5,400 ₹1,89,000 | 4,550 ₹1,59,250 | 4,500 ₹1,57,500 Lowest |
Tender Value
Refer Docs
EMD Value
₹94,000
Closing Date
11 Aug 2026, 6:00 pmClosed
GE RnD Pashan
GE RnD Pashan
PROVISION OF VOLTAGE STABILIZER WITH ISOLATION TRANSFORMER FOR CRITICAL IT INFRASTRUCTURE AT HEMRL
2026_MES_778450_1
GERD/PSN/TOKEN/38 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE RnD Pashan
As per bid documents
8 documents required · 8 mandatory
₹500
GE RnD Pashan
₹94,000
Yes
10 Sept 2026
14 Jul 2026
18 Aug 2026
14 Jul 2026
11 Aug 2026
28 Jul 2026
14 Jul 2026 - 21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | Excavating holes in all kinds of soil more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. disposing of surplus excavated soild, as directed within a lead of 50 m and lift upto 1.5 m. complete all as specified and directed. | 8 | Each | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 type B1 (using 20 mm graded stone aggregated) complete all as specified and directed. | 2 | Cubic Metre | - | - |
| - | Material and labour for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 applying a priming coat of approved steel primer Complete all as specified and as directed by Engineer-in-Charge. | 592 | Kilogram | - | - |
| - | Material and labour for Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete all as specified and directed. | 480 | Kilogram | - | - |
| - | Supply and fix Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. | 113 | Square Metre | - | - |
| - | Material and labour for Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications for Painting of Steel work with Deluxe Multi Surface Paint to give an even shade. Two coats applied @ 0.90 ltr/ 10 sqm over and under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture complete all as specified and directed. | 85 | Square Metre | - | - |
| - | Earth work in excavation for all kind of soil, by mechanical means (hydraulic excavation) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m complete all as specified and directed by Engineer-in-charge. | 16 | Cubic Metre | - | - |
| - | Excavation work for ordinary rock by mechanical means (Hydraulic excavator) / manual means in foundation means in foundation trenches or drains (not exceeding 1.5m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. Ordinary rock complete all as specified and directed by Engineer-in-charge. | 21 | Cubic Metre | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) complete all as specified and directed. | 4.5 | Cubic Metre | - | - |
| - | Material and labour for Random Rubble Masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1:6 (1 cement : 6 coarse sand) complete all as specified and directed. | 35 | Cubic Metre | - | - |
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