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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-Finance | L1 | Accepted-Finance Being lowest bidder | |
| 2 | L2₹11.6 L+₹2.7 L (30.1%)Rejected-Finance | L2 | Rejected-Finance Not being lowest bidder |
| Sl No | Description | Qty | Unit | M/S JAYCONSTRUCTION CO L2 | M/S KISHAN CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft and loose soil complete all as specified and directed. | 35.2 | Sqm | 100 ₹3,520 Lowest | 100 ₹3,520 Lowest |
| 2.00 | Excavating in trenches, n exc 1.5 mtr wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 mtr in depth and getting out in hard/dence type of soil all complete all as specified and directed. | 22.63 | Cum | 250 ₹5,657.5 Lowest | 400 ₹9,052 |
| 3.00 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25cm soil complete all as specified and directed. | 29.43 | Cum | 50 ₹1,471.5 Lowest | 100 ₹2,943 |
| 4.00 | Removing surplus excavated material (soil) to distance not exc. 50 mtr and depositing where directed at a level not exc. 1.50 mtr above the starting point complete all as specified and directed. | 14.82 | Cum | 50 ₹741 Lowest | 150 ₹2,223 |
| 5.00 | Material and Labour for plain cement concrete, 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 1.15 | Cum | 3,500 ₹4,032 Lowest | 3,500 ₹4,032 Lowest |
| 6.00 | Material and Labour for Reinforced cement concrete (design mix) in M-25 (20mm graded stone aggregates) 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. | 3.91 | Cum | 10,000 ₹39,120 Lowest | 10,000 ₹39,120 Lowest |
| 7.00 | Material and Labour for Reinforced cement concrete (design mix) in M-25 (20mm graded stone aggregates) Columns, pillars, piers, posts and struts complete all as specified and directed. | 5.04 | Cum | 10,000 ₹50,400 | 9,000 ₹45,360 Lowest |
| 8.00 | Material and Labour for Reinforced cement concrete (design mix) in M-25 (20mm graded stone aggregates) roof Beams, cantilevers, bressummers, lintels over 1.5mtr span complete all as specified and directed. | 2.65 | Cum | 10,000 ₹26,460 | 9,000 ₹23,814 Lowest |
| 9.00 | Material and Labour for Reinforced cement concrete (design mix) in M-25 (20mm graded stone aggregates) in roof Slab supported in walls beams and columns in roof ,Landing, balconies, deck slabs and in shelves and similar work complete all as specified and directed. | 2.47 | Cum | 10,000 ₹24,750 | 9,000 ₹22,275 Lowest |
| 10.00 | Material and Labour for 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 for rough finished surfaces complete all as specified and directed. | 17.76 | Sqm | 500 ₹8,880 Lowest | 700 ₹12,432 |
Tender Value
Refer Docs
EMD Value
₹21,820
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
PROVN OF 2 X TOILET BLOCK AT HQ 41 ARTY DIV WADGOAN SHERI AND ADDN ALTN OF TOILET BLOCK AT MAIN OFFICE OF 204 PET PL ASC FOR DEPOT ASC KHADKI UNDER GE MH AND RH KHADKI
2026_MES_766781_1
8862/E8
Open Tender
Civil Works
Item Rate
180 days
GE MH AND RH KHADKI
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
Yes
GE MH AND RH KHADKI
₹21,820
19 Aug 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 (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft and loose soil complete all as specified and directed. | 35.2 | Sqm | - | - |
| 2 | Excavating in trenches, n exc 1.5 mtr wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 mtr in depth and getting out in hard/dence type of soil all complete all as specified and directed. | 22.63 | Cum | - | - |
| 3 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25cm soil complete all as specified and directed. | 29.43 | Cum | - | - |
| 4 | Removing surplus excavated material (soil) to distance not exc. 50 mtr and depositing where directed at a level not exc. 1.50 mtr above the starting point complete all as specified and directed. | 14.82 | Cum | - | - |
| 5 | Material and Labour for plain cement concrete, 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed. | 1.15 | Cum | - | - |
| 6 | Material and Labour for Reinforced cement concrete (design mix) in M-25 (20mm graded stone aggregates) 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. | 3.91 | Cum | - | - |
| 7 | Material and Labour for Reinforced cement concrete (design mix) in M-25 (20mm graded stone aggregates) Columns, pillars, piers, posts and struts complete all as specified and directed. | 5.04 | Cum | - | - |
| 8 | Material and Labour for Reinforced cement concrete (design mix) in M-25 (20mm graded stone aggregates) roof Beams, cantilevers, bressummers, lintels over 1.5mtr span complete all as specified and directed. | 2.65 | Cum | - | - |
| 9 | Material and Labour for Reinforced cement concrete (design mix) in M-25 (20mm graded stone aggregates) in roof Slab supported in walls beams and columns in roof ,Landing, balconies, deck slabs and in shelves and similar work complete all as specified and directed. | 2.47 | Cum | - | - |
| 10 | Material and Labour for 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 for rough finished surfaces complete all as specified and directed. | 17.76 | Sqm | - | - |
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