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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.9 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹38.7 L+₹3.8 L (11.0%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹39.1 L+₹4.2 L (12.1%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹39.2 L+₹4.3 L (12.2%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹41.0 L+₹6.1 L (17.4%)Admitted-Finance RUKMINI BUNGLOW SIDDHESHWAR NAGAR NEAR AYODHYA NAGARI PANCHVATI NASIK 422003 | NASIK | NASHIK | MAHARASHTRA | 422003 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | N K ASSOCIATES L4 | J Sams Contructions L1 | M/S B R BHALERAO L6 | BHUSHAN BHIMRAO PATIL L2 | Ranmale Developers L7 | MS VAIBHAV R MAHAJAN CONSTRUCTIONS L5 | KESHAV NIVRUTTI KADBHANE L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas n exc 1.50 m deep and getting out in hard/dense soil complete all as specified and directed. | 177.1 | Cum | 150 ₹26,565 Lowest | 450 ₹79,695 | 350 ₹61,985 | 165 ₹29,221.5 | 300 ₹53,130 | 350 ₹61,985 | 350 ₹61,985 |
| 2.00 | M & L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 18.1 | Cum | 3,500 ₹63,350 | 4,500 ₹81,450 | 4,800 ₹86,880 | 2,300 ₹41,630 Lowest | 6,000 ₹1,08,600 | 6,000 ₹1,08,600 | 5,000 ₹90,500 |
| 3.00 | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and similar work; vertical or to batter complete all as specified and directed. | 49 | Sqm | 360 ₹17,640 | 350 ₹17,150 | 350 ₹17,150 | 220 ₹10,780 Lowest | 600 ₹29,400 | 450 ₹22,050 | 390 ₹19,110 |
| 4.00 | M & L for formwork to sides of faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc; vertical or to batter complete all as specified and directed. | 336 | Sqm | 360 ₹1,20,960 | 450 ₹1,51,200 | 450 ₹1,51,200 | 230 ₹77,280 Lowest | 600 ₹2,01,600 | 500 ₹1,68,000 | 440 ₹1,47,840 |
| 5.00 | M & L for RCC M-25 (Design Mix) (20mm graded stone aggregates) 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. | 51.45 | Cum | 7,000 ₹3,60,150 Lowest | 8,000 ₹4,11,600 | 7,050 ₹3,62,722.5 | 9,000 ₹4,63,050 | 8,500 ₹4,37,325 | 8,000 ₹4,11,600 | 7,700 ₹3,96,165 |
| 6.00 | M&L moorum/ red bajri filling in floors or pavings , laid in layers n' exc. 15cm thick , spread levelled and rammed incluidng watering complete all as specified and directed. | 58.19 | Cum | 2,000 ₹1,16,380 | 1,000 ₹58,190 | 990 ₹57,608.1 | 950 ₹55,280.5 | 2,000 ₹1,16,380 | 1,500 ₹87,285 | 450 ₹26,185.5 Lowest |
| 7.00 | M & L for RCC M-25 (Design Mix) (20mm graded stone aggregates) in Walls, retaining walls, basement walls, ballast walls and the like any thickness above top of footings including attached pilasters and buttresses. complete all as specified and directed. | 50.4 | Cum | 7,000 ₹3,52,800 Lowest | 8,000 ₹4,03,200 | 7,350 ₹3,70,440 | 13,500 ₹6,80,400 | 8,500 ₹4,28,400 | 8,000 ₹4,03,200 | 8,000 ₹4,03,200 |
| 8.00 | M & L for Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level | 58.19 | Cum | 1,500 ₹87,285 | 1,600 ₹93,104 | 1,500 ₹87,285 | 1,850 ₹1,07,651.5 | 4,500 ₹2,61,855 | 700 ₹40,733 Lowest | 1,800 ₹1,04,742 |
| 9.00 | M & L for mild steel TMT bar 10mm 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 0.9mm dia or securing with clips complete all as specified and as directed. | 6,989 | Kg | 100 ₹6,98,900 | 85 ₹5,94,065 Lowest | 105 ₹7,33,845 | 87 ₹6,08,043 | 130 ₹9,08,570 | 100 ₹6,98,900 | 100 ₹6,98,900 |
| 10.00 | Returing filling in incl spreading levelling watering and well ramming in layers not exceeding 25cm in soft/hard or dense soil complete all as specified and as directed. | 138.1 | Cum | 50 ₹6,905 Lowest | 50 ₹6,905 Lowest | 90 ₹12,429 | 180 ₹24,858 | 150 ₹20,715 | 250 ₹34,525 | 250 ₹34,525 |
Tender Value
₹44.8 L
EMD Value
₹90,000
Closing Date
22 Sept 2026, 6:00 pmClosed
GE DEOLALI
MILITARY ENGINEER SERVICES, ON SLOW ROAD, DEOLALI CAMP, NASHIK MAHARASHTRA PIN 422401
PROVISION OF RETENTION WALL OF 70 METERS IN LENGTH, 08 FEET IN HEIGHT AND 1.5 FEET WIDTH BETWEEN PILLAR NUMBER 01 AND 02 AT 116 INF BN TA PARA AND CERTAIN SANCTIONED WORKS UNDER THE AOR OF GE DEOLALI
2026_MES_785501_1
8253/E8
Open Tender
Civil Works
Item Rate
180 days
GE DEOLALI
AS PER TENDER DOCUMENTS
10 documents required · 10 mandatory
₹500
GE DEOLALI
₹90,000
Yes
14 Oct 2026
20 Aug 2026
28 Sept 2026
20 Aug 2026
22 Sept 2026
3 Sept 2026
20 Aug 2026 - 27 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas n exc 1.50 m deep and getting out in hard/dense soil complete all as specified and directed. | 177.1 | Cum | - | - |
| 2 | M & L for PCC 1:4:8 type D2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified and directed. | 18.1 | Cum | - | - |
| 3 | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and similar work; vertical or to batter complete all as specified and directed. | 49 | Sqm | - | - |
| 4 | M & L for formwork to sides of faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc; vertical or to batter complete all as specified and directed. | 336 | Sqm | - | - |
| 5 | M & L for RCC M-25 (Design Mix) (20mm graded stone aggregates) 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. | 51.45 | Cum | - | - |
| 6 | M&L moorum/ red bajri filling in floors or pavings , laid in layers n' exc. 15cm thick , spread levelled and rammed incluidng watering complete all as specified and directed. | 58.19 | Cum | - | - |
| 7 | M & L for RCC M-25 (Design Mix) (20mm graded stone aggregates) in Walls, retaining walls, basement walls, ballast walls and the like any thickness above top of footings including attached pilasters and buttresses. complete all as specified and directed. | 50.4 | Cum | - | - |
| 8 | M & L for Hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level | 58.19 | Cum | - | - |
| 9 | M & L for mild steel TMT bar 10mm 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 0.9mm dia or securing with clips complete all as specified and as directed. | 6,989 | Kg | - | - |
| 10 | Returing filling in incl spreading levelling watering and well ramming in layers not exceeding 25cm in soft/hard or dense soil complete all as specified and as directed. | 138.1 | Cum | - | - |
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