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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.4 LAccepted-Finance FLAT NO 601 TOWER NO 30 SECTOR NO 21 AMANORA PARK TOWN HADAPSAR PUNE 411028 | PUNE | MAHARASHTRA | 411028 | ₹38.4 L | L1 | Accepted-Finance Being lowest LI |
| 2 | L2₹52.8 L+₹14.4 L (37.5%)Accepted-Finance 213 F BLOCK MEGA MARGANPATTE HADAPSAR PUNE 411013 | PUNE | MAHARASHTRA | 411013 | ₹52.8 L+₹14.4 L (37.5%) | L2 | Accepted-Finance Not being lowest |
| Sl No | Description | Qty | Unit | UNIQUE ENGINEERS L1 | Crown Chemicals L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation over areas in hard/dense soil n exc 1.5m deep and getting out all as specified & directed. | 194.95 | Cum | 225 ₹43,863.75 Lowest | 243 ₹47,372.85 |
| 2.00 | Excavation over areas in hard/dense soil exc 1.5m deep and n exc 3.00 M deep getting out all as specified & directed. | 128.23 | Cum | 325 ₹41,674.75 Lowest | 398 ₹51,035.54 |
| 3.00 | Excavation over areas in hard/dense soil exc 3m deep and n exc 4.5 M deep getting out all as specified & directed. | 46.55 | Cum | 425 ₹19,783.75 Lowest | 442 ₹20,575.1 |
| 4.00 | M&L for PCC (1:3:6) type C2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 12.7 | Cum | 4,000 ₹50,800 Lowest | 5,751 ₹73,037.7 |
| 5.00 | M & L RCC M-30 design mix as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete all as specified and directed. | 26.35 | Cum | 6,000 ₹1,58,100 Lowest | 7,852 ₹2,06,900.2 |
| 6.00 | M & L RCC M-30 design mix as in basement wall, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses all as specified and directed. | 24.9 | Cum | 6,000 ₹1,49,400 Lowest | 8,626 ₹2,14,787.4 |
| 7.00 | M & L RCC M-30 design mix as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like all as specified and directed. | 9.35 | Cum | 6,000 ₹56,100 Lowest | 9,069 ₹84,795.15 |
| 8.00 | M&L for Curved Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter all as specified and directed. | 25 | Sqm | 480 ₹12,000 | 420 ₹10,500 Lowest |
| 9.00 | M&L for Curved Formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better all as specified and directed. | 375 | Sqm | 480 ₹1,80,000 Lowest | 575 ₹2,15,625 |
| 10.00 | M&L for Curved Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide | 535 | Sqm | 480 ₹2,56,800 Lowest | 570 ₹3,04,950 |
Tender Value
₹48.5 L
EMD Value
₹96,940
Closing Date
17 Jul 2026, 6:00 pmClosed
Shri Vikas Tanwar, IDSE, GE (CME) Khadki
Garrison Engineer (CME) Khadki, Phugewadi, Dapodi, Pune
PROVN OF RAIN WATER HARVESTING STRUCTURES FOR GCS MESS AT CTW, NEAR TRG AREA, NEAR BLDG NO P-01 (F COMBAT), NEAR BLDG NO P-193, NEAR BLDG NO P-035 (F E AND M) AT CME PUNE
2026_MES_771583_1
8690/E8
Open Tender
Civil Works - Water Works
Item Rate
180 days
Garrison Engineer (CME) Khadki, Phugewadi, Dapodi
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Garrison Engineer (CME) Khadki
₹96,940
Yes
27 Aug 2026
12 Jun 2026
18 Jul 2026
12 Jun 2026
17 Jul 2026
2 Jul 2026
13 Jun 2026 - 1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas in hard/dense soil n exc 1.5m deep and getting out all as specified & directed. | 194.95 | Cum | 1 | ₹194.95 |
| 2 | Excavation over areas in hard/dense soil exc 1.5m deep and n exc 3.00 M deep getting out all as specified & directed. | 128.23 | Cum | 2 | ₹256.46 |
| 3 | Excavation over areas in hard/dense soil exc 3m deep and n exc 4.5 M deep getting out all as specified & directed. | 46.55 | Cum | 3 | ₹139.65 |
| 4 | M&L for PCC (1:3:6) type C2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 12.7 | Cum | 4 | ₹50.8 |
| 5 | M & L RCC M-30 design mix as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under-reamed piles and mass concrete all as specified and directed. | 26.35 | Cum | 5 | ₹131.75 |
| 6 | M & L RCC M-30 design mix as in basement wall, retaining walls, basement walls and the like; any thickness; above top of footings; including attached pilasters and buttresses all as specified and directed. | 24.9 | Cum | 7 | ₹174.3 |
| 7 | M & L RCC M-30 design mix as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in the shelves and the like all as specified and directed. | 9.35 | Cum | 8 | ₹74.8 |
| 8 | M&L for Curved Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter all as specified and directed. | 25 | Sqm | 9 | ₹225 |
| 9 | M&L for Curved Formwork to faces of walls, retaining walls, abutments, parapets and staircase railing and similar work including attached pillasters, buttresses, etc.; vertical or to better all as specified and directed. | 375 | Sqm | 10 | ₹3,750 |
| 10 | M&L for Curved Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/ PCC bands in walls, horizontal or sloping and similar work exc 10cm but n exc 20cm wide | 535 | Sqm | 11 | ₹5,885 |
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