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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.2 CrAdmitted-Finance | -28.00% | ₹6.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.2 Cr+₹8.6 L (1.39%)Admitted-Finance | -27.00% | ₹6.2 Cr+₹8.6 L (1.39%) | L2 | Admitted-Finance |
| 3 | L3₹6.8 Cr+₹68.5 L (11.1%)Admitted-Finance | -19.99% | ₹6.8 Cr+₹68.5 L (11.1%) | L3 | Admitted-Finance |
| 4 | L4₹8.4 Cr+₹2.2 Cr (36.1%)Admitted-Finance | -2.00% | ₹8.4 Cr+₹2.2 Cr (36.1%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical REJECTED AS PER RECOMMANDATION OF BOARD |
Tender Value
₹8.6 Cr
EMD Value
₹17.1 L
Closing Date
2 Jul 2026, 5:00 pmClosed
DC ENGR SHQ HGI ITBP
Office of the DIG SHQ HGI ITBP
Redevelopment of various infrastructure at Sarli BOP of 54th BN ITBP
2026_ITBP_912177_1
No-349-56 Dtd-08-06-26
Open Tender
Civil Works
Percentage
730 days
SARLI BOP OF 54TH BN
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹17.1 L
SHQ HGI ITBP
31 Jul 2026
9 Jun 2026
3 Jul 2026
9 Jun 2026
2 Jul 2026
9 Jun 2026
9 Jun 2026 - 2 Jul 2026
16 Jun 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of Soil | - | Cum | 192.04 | - |
| 2.01 | Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. Ordinary rock | - | Cum | 737.85 | - |
| 3.01 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. Ordinary rock | 1 | Cum | 936.11 | ₹935.17 |
| 4.01 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of Soil : Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | - | Cum | 520.82 | - |
| 5.01 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | - | Cum | 289.88 | - |
| 6.01 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | - | Cum | 1,036.01 | - |
| 7.01 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | Cum | 3,140.94 | - |
| 8.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) | - | Cum | 11,651.99 | - |
| 9.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | Cum | 9,640.75 | ₹9,631.11 |
| 10.01 | Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns | - | Sqm | 579.97 | - |
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