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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.3 LAdmitted-Finance 11 GURU NANAK MARKET AMBALA ROAD SAHARANPUR 247001 | SAHARANPUR | UTTAR PRADESH | 247001 | ₹34.3 L | L1 | Admitted-Finance |
| 2 | L2₹38.2 L+₹3.9 L (11.5%)Admitted-Finance 26 8 2 PUNE MUMBAI ROAD OPP B U BHANDARI SHOWROOM EKTA PARK SOCIETY WAKDEWADI PUNE 411 003 | PUNE | MAHARASHTRA | 411003 | ₹38.2 L+₹3.9 L (11.5%) | L2 | Admitted-Finance |
| 3 | L3₹39.1 L+₹4.8 L (14.1%)Admitted-Finance | ₹39.1 L+₹4.8 L (14.1%) | L3 | Admitted-Finance |
| 4 | L4₹41.0 L+₹6.7 L (19.7%)Admitted-Finance SHOP NO 18 1ST FLOOR NORTH LAND BUILDING SECTOR NO 1 BACK SIDE OF BANK OF MAHARASHTRA INDRAYANI NAGAR BHOSARI PUNE 411039 | PUNE | MAHARASHTRA | 411039 | ₹41.0 L+₹6.7 L (19.7%) | L4 | Admitted-Finance |
| 5 | L5₹44.8 L+₹10.5 L (30.7%)Admitted-Finance | ₹44.8 L+₹10.5 L (30.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | vishalconstruction L2 | M/S JAYCONSTRUCTION CO L3 | Sunrise Traders L6 | Decent Decorators L7 | M/S SUGAM CONSTRUCTION L12 | Rajan Traders L1 | S.R.M.K Enterprises L11 | M/S SANDEEP CONSTRUCTION COMPANY L13 | A B S ENTERPRISES L14 | ShreHari Civil Enginneering and Contractors L4 | RK ENTERPRISES L10 | BHARDWAJ ENTERPRISES L8 | M/S J J ENTERPRISES L5 | MANIYA CONSTRUCTION CO L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc. average 15 cm deep in soft / loose soil complete all as specified and as directed. | 400 | Sqm | 45 ₹18,000 | 10 ₹4,000 Lowest | 150 ₹60,000 | 500 ₹2,00,000 | 25 ₹10,000 | 50 ₹20,000 | 75 ₹30,000 | 100 ₹40,000 | 60 ₹24,000 | 45 ₹18,000 | 35 ₹14,000 | 200 ₹80,000 | 50 ₹20,000 | 100 ₹40,000 |
| 2.00 | Excavating in trenches, n.exc 1.5 mtr wide and n exc 1.5mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying cables, pipes etc. and getting out in hard / dense soil complete all as specified and directed | 100 | Cum | 350 ₹35,000 | 380 ₹38,000 | 650 ₹65,000 | 500 ₹50,000 | 298 ₹29,800 | 500 ₹50,000 | 250 ₹25,000 Lowest | 500 ₹50,000 | 400 ₹40,000 | 250 ₹25,000 Lowest | 400 ₹40,000 | 500 ₹50,000 | 290 ₹29,000 | 350 ₹35,000 |
| 3.00 | Material & Labour for PCC M-7.5 grade (nominal mix) using 40mm graded stone aggregate in foundations, filling and mass-concrete complete all as specified and directed. | 10 | Cum | 4,000 ₹40,000 | 3,500 ₹35,000 Lowest | 5,000 ₹50,000 | 5,000 ₹50,000 | 4,560 ₹45,600 | 5,000 ₹50,000 | 4,500 ₹45,000 | 6,000 ₹60,000 | 4,000 ₹40,000 | 4,000 ₹40,000 | 4,000 ₹40,000 | 8,000 ₹80,000 | 5,000 ₹50,000 | 4,500 ₹45,000 |
| 4.00 | Returning filling in including spreading, levelling watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 80 | Cum | 70 ₹5,600 | 50 ₹4,000 Lowest | 150 ₹12,000 | 200 ₹16,000 | 98 ₹7,840 | 100 ₹8,000 | 100 ₹8,000 | 600 ₹48,000 | 100 ₹8,000 | 100 ₹8,000 | 120 ₹9,600 | 400 ₹32,000 | 85 ₹6,800 | 120 ₹9,600 |
| 5.00 | Removing excavated material to distance not exc 50mtr and depositing where as directed at a level not exc 1.5mtr above the starting point complete all as specified and directed. | 20 | Cum | 150 ₹3,000 | 53 ₹1,060 Lowest | 140 ₹2,800 | 200 ₹4,000 | 105 ₹2,100 | 100 ₹2,000 | 200 ₹4,000 | 800 ₹16,000 | 100 ₹2,000 | 150 ₹3,000 | 250 ₹5,000 | 600 ₹12,000 | 95 ₹1,900 | 150 ₹3,000 |
| 6.00 | Material & 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 | 30 | Cum | 6,500 ₹1,95,000 | 9,000 ₹2,70,000 | 8,000 ₹2,40,000 | 9,000 ₹2,70,000 | 10,680 ₹3,20,400 | 6,000 ₹1,80,000 Lowest | 9,000 ₹2,70,000 | 10,000 ₹3,00,000 | 10,000 ₹3,00,000 | 7,500 ₹2,25,000 | 7,000 ₹2,10,000 | 8,000 ₹2,40,000 | 9,500 ₹2,85,000 | 10,500 ₹3,15,000 |
| 7.00 | Material & Labour for RCC M-25 (design mix) as in columns, pillars, piers, posts and struts complete all as specified and directed. | 10 | Cum | 6,500 ₹65,000 | 9,000 ₹90,000 | 8,000 ₹80,000 | 9,500 ₹95,000 | 10,680 ₹1,06,800 | 6,000 ₹60,000 Lowest | 9,000 ₹90,000 | 10,000 ₹1,00,000 | 11,000 ₹1,10,000 | 8,500 ₹85,000 | 7,000 ₹70,000 | 7,000 ₹70,000 | 9,500 ₹95,000 | 10,500 ₹1,05,000 |
| 8.00 | Material & Labour for TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | 1,500 | Kg | 115 ₹1,72,500 | 105 ₹1,57,500 | 130 ₹1,95,000 | 130 ₹1,95,000 | 124 ₹1,86,000 | 100 ₹1,50,000 Lowest | 140 ₹2,10,000 | 105 ₹1,57,500 | 110 ₹1,65,000 | 105 ₹1,57,500 | 140 ₹2,10,000 | 130 ₹1,95,000 | 115 ₹1,72,500 | 118 ₹1,77,000 |
| 9.00 | All as per Item No 8 here-in-before but 6 to 8mm dia bar. | 20 | Kg | 115 ₹2,300 | 111 ₹2,220 | 120 ₹2,400 | 130 ₹2,600 | 130 ₹2,600 | 100 ₹2,000 Lowest | 140 ₹2,800 | 100 ₹2,000 Lowest | 140 ₹2,800 | 105 ₹2,100 | 140 ₹2,800 | 130 ₹2,600 | 115 ₹2,300 | 120 ₹2,400 |
| 10.00 | All as per item No 8 here-in-before but 5mm dia and over and including 10mm dia as in stirrups, spacers and binders. | 1,100 | Kg | 115 ₹1,26,500 | 111 ₹1,22,100 | 120 ₹1,32,000 | 120 ₹1,32,000 | 125 ₹1,37,500 | 96 ₹1,05,600 Lowest | 140 ₹1,54,000 | 100 ₹1,10,000 | 150 ₹1,65,000 | 105 ₹1,15,500 | 140 ₹1,54,000 | 130 ₹1,43,000 | 115 ₹1,26,500 | 120 ₹1,32,000 |
Tender Value
Refer Docs
EMD Value
₹81,500
Closing Date
18 Aug 2026, 6:00 pmClosed
GE MH AND RH KHADKI
Garrison Engineer (MH and RH) Range Hills Road Khadki, Pune 411 003
PROVISION OF ONE TRG SHED FOR AUNDH MIL STN UNDER GE (MH AND RH) KHADKI
2026_MES_781324_1
8813/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
₹81,500
21 Aug 2026
28 Jul 2026
20 Aug 2026
28 Jul 2026
18 Aug 2026
11 Aug 2026
28 Jul 2026 - 18 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n. exc. average 15 cm deep in soft / loose soil complete all as specified and as directed. | 400 | Sqm | - | - |
| 2 | Excavating in trenches, n.exc 1.5 mtr wide and n exc 1.5mtr in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, laying cables, pipes etc. and getting out in hard / dense soil complete all as specified and directed | 100 | Cum | - | - |
| 3 | Material & Labour for PCC M-7.5 grade (nominal mix) using 40mm graded stone aggregate in foundations, filling and mass-concrete complete all as specified and directed. | 10 | Cum | - | - |
| 4 | Returning filling in including spreading, levelling watering and well ramming in layers not exc 25 cm complete all as specified and directed. | 80 | Cum | - | - |
| 5 | Removing excavated material to distance not exc 50mtr and depositing where as directed at a level not exc 1.5mtr above the starting point complete all as specified and directed. | 20 | Cum | - | - |
| 6 | Material & 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 | 30 | Cum | - | - |
| 7 | Material & Labour for RCC M-25 (design mix) as in columns, pillars, piers, posts and struts complete all as specified and directed. | 10 | Cum | - | - |
| 8 | Material & Labour for TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | 1,400 | Kg | - | - |
| 9 | All as per Item No 8 here-in-before but 6 to 8mm dia bar. | 20 | Kg | - | - |
| 10 | All as per item No 8 here-in-before but 5mm dia and over and including 10mm dia as in stirrups, spacers and binders. | 1,100 | Kg | - | - |
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