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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹17.1 L+₹45,112.55 (2.71%)Admitted-Finance FLAT NO 002 MAHAVIR VILLA CHS LTD PLOT NO 259 SECTOR 21 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L2 | Admitted-Finance | |
| 3 | L3₹17.2 L+₹50,493.50 (3.03%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹17.7 L+₹1.1 L (6.31%)Admitted-Finance 10 MAKHAN LAL SADHUKHAN LANE PO PS BARRACKPORE KOLKATA 700120 W B | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700120 | L4 | Admitted-Finance | |
| 5 | L5₹18.9 L+₹2.2 L (13.5%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAJENDRA CONSTRUCTION L2 | N AND G CONSTRUCTION L3 | M/S JAYCONSTRUCTION CO L6 | SAMBHAJI D JARANDE L5 | R K Construction L4 | M/S KISHAN CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n exc 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed. | 120 | Sqm | 40 ₹4,800 | 100 ₹12,000 | 100 ₹12,000 | 200 ₹24,000 | 27 ₹3,240 Lowest | 100 ₹12,000 |
| 2.00 | Excavating in trenches, n exc 1.5 mtr wide and n exc 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 mtr in depth and getting out in hard/dense soil complete all as specified and directed. | 14.5 | Cum | 450 ₹6,525 | 280 ₹4,060 | 400 ₹5,800 | 430 ₹6,235 | 270 ₹3,915 Lowest | 500 ₹7,250 |
| 3.00 | All as per item no. 2 above but in soft/disintegrated rock. | 3 | Cum | 450 ₹1,350 | 450 ₹1,350 | 400 ₹1,200 Lowest | 560 ₹1,680 | 450 ₹1,350 | 700 ₹2,100 |
| 4.00 | All as per item no.2 above but in hard rock. | 3 | Cum | 500 ₹1,500 Lowest | 800 ₹2,400 | 1,500 ₹4,500 | 800 ₹2,400 | 700 ₹2,100 | 1,200 ₹3,600 |
| 5.00 | Material and Labour for cement concrete 1:4:8 type D-2 (40mm graded stone aggregate) in foundation, filling and mass-concrete complete all as specified and directed. | 1.3 | Cum | 5,000 ₹6,500 | 4,500 ₹5,850 | 4,000 ₹5,200 | 7,000 ₹9,100 | 5,400 ₹7,020 | 3,000 ₹3,900 Lowest |
| 6.00 | Material and Labour for RCC M-25 (design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc, basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 9 | Cum | 6,000 ₹54,000 Lowest | 6,500 ₹58,500 | 9,000 ₹81,000 | 7,500 ₹67,500 | 7,200 ₹64,800 | 10,000 ₹90,000 |
| 7.00 | Material and Labour for RCC M-25 (design mix) as in columns, pilllers, piers, posts and struts complete all as specified and directed. | 1.5 | Cum | 6,000 ₹9,000 Lowest | 6,800 ₹10,200 | 10,000 ₹15,000 | 7,500 ₹11,250 | 8,998 ₹13,497 | 10,000 ₹15,000 |
| 8.00 | Material and Labour for Returing filling in including spreading, levelling watering and well ramming in layers n exc 25 cm complete all as specified and directed. | 14.5 | Cum | 400 ₹5,800 | 110 ₹1,595 | 100 ₹1,450 Lowest | 240 ₹3,480 | 180 ₹2,610 | 100 ₹1,450 Lowest |
| 9.00 | Material and Labour for removing excavated soil n exc 50 mtr and depositing where directed at a level n exc 1.5 mtr complete all as specified and directed. | 12.05 | Cum | 555 ₹6,687.75 | 350 ₹4,217.5 | 100 ₹1,205 Lowest | 300 ₹3,615 | 200 ₹2,410 | 200 ₹2,410 |
| 10.00 | Material and Labour for Precast cement concrete block masonary with solid block type C-1, 1:3:6, Straight or curved on plain exc 6 mtr mean radius, built in cm 1:6 complete all as specified and directed. | 5.56 | Cum | 7,500 ₹41,700 | 4,500 ₹25,020 Lowest | 6,500 ₹36,140 | 8,000 ₹44,480 | 6,000 ₹33,360 | 5,000 ₹27,800 |
Tender Value
Refer Docs
EMD Value
₹44,200
Closing Date
11 Jun 2026, 6:00 pmClosed
GE MH AND RH KHADKI
Military Engineer Services Garrison Engineer MH and Range Hills Range Hills Road Khadki, Pune 411003
CONSTRUCTION OF STORAGE GODOWN ADJACENT TO ADM BLOCK AT CSD DEPOT KHADKI UNDER GE MH AND RH KHADAKI
2026_MES_766782_1
8872/E8
Open Tender
Civil Works
Item Rate
180 days
GE MH AND RH KHADKI
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE MH AND RH KHADKI
₹44,200
1 Jul 2026
21 May 2026
13 Jun 2026
21 May 2026
11 Jun 2026
4 Jun 2026
21 May 2026 - 11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n exc 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed. | 120 | Sqm | - | - |
| 2 | Excavating in trenches, n exc 1.5 mtr wide and n exc 1.5 mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 mtr in depth and getting out in hard/dense soil complete all as specified and directed. | 14.5 | Cum | - | - |
| 3 | All as per item no. 2 above but in soft/disintegrated rock. | 3 | Cum | - | - |
| 4 | All as per item no.2 above but in hard rock. | 3 | Cum | - | - |
| 5 | Material and Labour for cement concrete 1:4:8 type D-2 (40mm graded stone aggregate) in foundation, filling and mass-concrete complete all as specified and directed. | 1.3 | Cum | - | - |
| 6 | Material and Labour for RCC M-25 (design mix) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc, basement slabs, under-reamed piles and mass concrete complete all as specified and directed. | 9 | Cum | - | - |
| 7 | Material and Labour for RCC M-25 (design mix) as in columns, pilllers, piers, posts and struts complete all as specified and directed. | 1.5 | Cum | - | - |
| 8 | Material and Labour for Returing filling in including spreading, levelling watering and well ramming in layers n exc 25 cm complete all as specified and directed. | 14.5 | Cum | - | - |
| 9 | Material and Labour for removing excavated soil n exc 50 mtr and depositing where directed at a level n exc 1.5 mtr complete all as specified and directed. | 12.05 | Cum | - | - |
| 10 | Material and Labour for Precast cement concrete block masonary with solid block type C-1, 1:3:6, Straight or curved on plain exc 6 mtr mean radius, built in cm 1:6 complete all as specified and directed. | 5.56 | Cum | - | - |
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