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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.9 LAdmitted-Finance | ₹31.9 L | L1 | Admitted-Finance |
| 2 | L2₹35.6 L+₹3.8 L (11.8%)Admitted-Finance R H NO 14 ADITYA PALACE PATOLE MALE B H SUMAN HOSPITAL JAI BHAWANI ROAD NASIK ROAD 422102 | NASIK | NASHIK | MAHARASHTRA | 422102 | ₹35.6 L+₹3.8 L (11.8%) | L2 | Admitted-Finance |
| 3 | L3₹35.6 L+₹3.8 L (11.8%)Admitted-Finance FLAT NO 02 RUTUPARNA APARTMENT PLOT NO 36 S NO 324 2A NEAR G D SAWANT COLLEGE PATHARDI NASIK 422 010 | NASHIK | MAHARASHTRA | 422010 | ₹35.6 L+₹3.8 L (11.8%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Abhiraj Enterprises L3 | SVT ENGINEERS AND CONTRACTOR. L2 | M/S K. K. Construction L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc 30cm deep and averaging 15 cm deep in soft/loose soil & getting out | 100 | Sqm | 20 ₹2,000 Lowest | 35 ₹3,500 | 40 ₹4,000 |
| 2.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation or shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting outt hard/dense soil complete all as specified and as directed. | 30 | Cum | 170 ₹5,100 | 250 ₹7,500 | 160 ₹4,800 Lowest |
| 3.00 | Exacavation in trenches not exc 1.5 m wide and n exceeding 1.5 m in depth for foundation in any anytype of soil all as directed. | 108 | Cum | 150 ₹16,200 Lowest | 250 ₹27,000 | 180 ₹19,440 |
| 4.00 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m to n exc 3.00 in depth; for foundation, shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out in hard/ dense soil complete all as specified and as directed. | 5 | Cum | 210 ₹1,050 | 300 ₹1,500 | 200 ₹1,000 Lowest |
| 5.00 | Return filling in spreding levelling, watering and well ramming in layers not exc 25 cm thick with any type of soil. | 64.8 | Cum | 50 ₹3,240 Lowest | 100 ₹6,480 | 70 ₹4,536 |
| 6.00 | Site clearence in soft/loose soil n exc 15 cm deep asdirected. | 225 | Sqm | 10 ₹2,250 Lowest | 25 ₹5,625 | 80 ₹18,000 |
| 7.00 | Removing excavated material exceeding 250 m but nexc 500 m and depositing where directed at a level nexc 1.50m above the starting point in soft/loose soil | 43.2 | Cum | 60 ₹2,592 Lowest | 100 ₹4,320 | 300 ₹12,960 |
| 8.00 | M&L for hard core of gauge n exc 63mm, deposited, spread and levelled inlayers n exc 75mm thick, watered and rammed to a true surface of broken stone or boulder. | 33.75 | Cum | 1,140 ₹38,475 | 750 ₹25,312.5 Lowest | 950 ₹32,062.5 |
| 9.00 | M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregates as in foundation lean concrete complete all as specified and as directed. | 23 | Cum | 2,650 ₹60,950 | 2,300 ₹52,900 | 175 ₹4,025 Lowest |
| 10.00 | M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating as directed | 18 | Cum | 6,400 ₹1,15,200 | 3,500 ₹63,000 Lowest | 6,300 ₹1,13,400 |
Tender Value
₹47.5 L
EMD Value
₹95,000
Closing Date
20 Aug 2026, 6:00 pmClosed
Garrison Engineer Nasik Road
Garrison Engineer Nasik Road AOP Complex Near AOP Gate PO Gandhinagar Nasik 422006
As per tender documents
2026_MES_779050_1
GE/NRC/8818/E8
Open Tender
Civil Works
Item Rate
180 days
Garrison Engineer Nasik Road
As per NIT
7 documents required · 7 mandatory
₹500
Garrison Engineer Nasik Road
₹95,000
Yes
27 Aug 2026
16 Jul 2026
22 Aug 2026
16 Jul 2026
20 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n. exc 30cm deep and averaging 15 cm deep in soft/loose soil & getting out | 100 | Sqm | - | - |
| 2 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation or shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting outt hard/dense soil complete all as specified and as directed. | 30 | Cum | - | - |
| 3 | Exacavation in trenches not exc 1.5 m wide and n exceeding 1.5 m in depth for foundation in any anytype of soil all as directed. | 108 | Cum | - | - |
| 4 | Excavating in trenches, n exc 1.5 m wide and exc 1.5 m to n exc 3.00 in depth; for foundation, shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting outt hard/dense soil complete all as specified and as directed. | 5 | Cum | - | - |
| 5 | Return filling in spreding levelling, watering and well ramming in layers not exc 25 cm thick with any type of soil. | 64.8 | Cum | - | - |
| 6 | Site clearence in soft/loose soil n exc 15 cm deep asdirected. | 225 | Sqm | - | - |
| 7 | Removing excavated material exceeding 250 m but nexc 500 m and depositing where directed at a level nexc 1.50m above the starting point in soft/loose soil | 43.2 | Cum | - | - |
| 8 | M&L for hard core of gauge n exc 63mm, deposited, spread and levelled inlayers n exc 75mm thick, watered and rammed to a true surface of broken stone or boulder. | 33.75 | Cum | - | - |
| 9 | M&L for PCC 1:4:8 type D2 using 40mm graded stone aggregates as in foundation lean concrete complete all as specified and as directed. | 23 | Cum | - | - |
| 10 | M&L for PCC 1:2:4 type B1 (using 20mm graded stone aggregate) as in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating as directed | 18 | Cum | - | - |
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