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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 LAdmitted-Finance SHAMSHU COMPLEX FORT ROAD LEH LADAKH 194101 | LEH | LEH LADAKH | LADAKH | 194101 | ₹32.4 L | L1 | Admitted-Finance |
| 2 | L2₹36 L+₹3.6 L (11.1%)Admitted-Finance C O HOUSE NO 16 RAGHUNATH PURA JAMMU J K | ₹36 L+₹3.6 L (11.1%) | L2 | Admitted-Finance |
| 3 | L3₹38.1 L+₹5.7 L (17.6%)Admitted-Finance | ₹38.1 L+₹5.7 L (17.6%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S MANU ENGINEERS AND CONTRACTORS L2 | TSEWANG DORJAY L3 | M/S INDUS HIMALAYAN EXPLORERS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means in all kind of soils (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) includinggetting out and disposal ofexcavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed by Engineer-in-charge. | 367.5 | Cum | 166 ₹61,005 | 200 ₹73,500 | 140 ₹51,450 Lowest |
| 2.00 | Excavating in trenches, n exc 1.5 m 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 m in depth and getting out in hard and dense soil complete all as specified and as directed by Engineer-in-charge. | 12.6 | cum | 8,505 ₹1,07,163 | 750 ₹9,450 | 600 ₹7,560 Lowest |
| 3.00 | Rolling and consolidating formation surfaces in cutting with power roller exc 5 tonne but not exc 8 tonne complete all as specified and as directed by Engineer-in-charge. | 105 | X Sqm | 25 ₹2,625 Lowest | 35 ₹3,675 | 26.1 ₹2,740.5 |
| 4.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for taking out pipe line etc for repairs / laying cables etc and getting out in soft / loose soil complete all as specified and as directed by Engineer-in-charge. | 61.83 | Cum | 500 ₹30,915 | 450 ₹27,823.5 | 383.7 ₹23,724.17 Lowest |
| 5.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by Engineer-in-charge. | 36.89 | Cum | 250 ₹9,222.5 | 170 ₹6,271.3 | 139.1 ₹5,131.4 Lowest |
| 6.00 | Removal of excavated material [soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by Engineer-in-charge. | 24.94 | Cum | 300 ₹7,482 Lowest | 450 ₹11,223 | 300 ₹7,482 Lowest |
| 7.00 | Material and labour for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-charge. | 157.5 | Cum | 2,070 ₹3,26,025 | 2,200 ₹3,46,500 | 2,000 ₹3,15,000 Lowest |
| 8.00 | Material and labour for PCC 1:4:8 type D2 using 40mm graded crushed agg 150 mm thick over rammed earth as in sub base of hard standing complete all as specified and as directed by Engineer-in-charge. | 1,050 | Sqm | 653 ₹6,85,650 | 700 ₹7,35,000 | 550 ₹5,77,500 Lowest |
| 9.00 | Sand cushioning for under paving block and underground cable incl watering and consolidation complete all as specified and as directed by Engineer-in-charge. | 44.8 | Cum | 1,974 ₹88,435.2 | 2,100 ₹94,080 | 1,600 ₹71,680 Lowest |
| 10.00 | Material and labour for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment complete all as specified and as directed by Engineer-in-charge. | 1,050 | Sqm | 950 ₹9,97,500 | 1,250 ₹13,12,500 | 800 ₹8,40,000 Lowest |
Tender Value
₹44.4 L
EMD Value
₹89,000
Closing Date
5 Aug 2026, 6:00 pmClosed
CWE KHUMBATHANG
HQ CWE KHUMBATHANG PIN-900270 C/O 56 APO
PROVISION OF HARDSTANDING FOR B VEHICLE REPAIR AREA OF 184 (I) FD WORKSHOP COY EME AT NIMU MIL STN UNDER AGE (I) NIMU
2026_MES_777093_1
80051/15/2026-27
Open Tender
Civil Works
Works
180 days
NIMU
Class D cat a(i)
9 documents required · 9 mandatory
₹500
AGE (I) NIMU
₹89,000
Yes
17 Aug 2026
8 Jul 2026
6 Aug 2026
8 Jul 2026
5 Aug 2026
22 Jul 2026
8 Jul 2026 - 21 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means in all kind of soils (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) includinggetting out and disposal ofexcavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed by Engineer-in-charge. | 367.5 | Cum | 7 | ₹2,572.5 |
| 2 | Excavating in trenches, n exc 1.5 m 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 m in depth and getting out in hard and dense soil complete all as specified and as directed by Engineer-in-charge. | 12.6 | cum | 7 | ₹88.2 |
| 3 | Rolling and consolidating formation surfaces in cutting with power roller exc 5 tonne but not exc 8 tonne complete all as specified and as directed by Engineer-in-charge. | 105 | X Sqm | 7 | ₹735 |
| 4 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for taking out pipe line etc for repairs / laying cables etc and getting out in soft / loose soil complete all as specified and as directed by Engineer-in-charge. | 61.83 | Cum | 7 | ₹432.81 |
| 5 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as specified and as directed by Engineer-in-charge. | 36.89 | Cum | 7 | ₹258.23 |
| 6 | Removal of excavated material [soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed by Engineer-in-charge. | 24.94 | Cum | 7 | ₹174.58 |
| 7 | Material and labour for Hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer-in-charge. | 157.5 | Cum | 7 | ₹1,102.5 |
| 8 | Material and labour for PCC 1:4:8 type D2 using 40mm graded crushed agg 150 mm thick over rammed earth as in sub base of hard standing complete all as specified and as directed by Engineer-in-charge. | 1,050 | Sqm | 7 | ₹7,350 |
| 9 | Sand cushioning 25mm thick under paving blocks incl watering and consolidation complete all as specified and as directed by Engineer-in-charge. | 44.8 | Cum | 7 | ₹313.6 |
| 10 | Material and labour for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade with grey cement and pigment complete all as specified and as directed by Engineer-in-charge. | 1,050 | Sqm | 7 | ₹7,350 |
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