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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Fulfilled the NIT conditions |
| 2 | Accepted-Technical | Accepted-Technical Fulfilled the NIT conditions |
| 3 | Accepted-Technical | Accepted-Technical Fulfilled the NIT conditions |
| 4 | Accepted-Technical WARD NO 7 MOHALLA DAMDAMA UNA DISTT UNA H P | UNA | UNA | HIMACHAL PRADESH | Accepted-Technical Fulfilled the NIT conditions |
Tender Value
₹2.3 Cr
EMD Value
₹4.7 L
Closing Date
21 Feb 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Sector Engineer SHQ SML ITBP Taradevi camp Shimla
Second In Command Engr SHQ Shimla ITBP Tara Devi Camp Shimla HP Pin 171010 Phone No 0177 2777600 and 2777618
Construction of Gos Accommodation and THQ office OPS room Store at Nagsti BOP of 2nd BN ITBP Kullu Distt Kullu State H P
2026_ITBP_896134_1
ITBP/SHQ SML/ENGR / 2nd Bn/THQ/207/2025-26-670-82 Dtd 29-01-26
Open Tender
Civil Works - Buildings
Percentage
365 days
Nagsti BOP of 2nd BN Kullu
AS per NIT and Tender form
3 documents required · 3 mandatory
₹0
₹4.7 L
SHQ SML Shimla ITBP TaraDevi
5 Oct 2026
30 Jan 2026
23 Feb 2026
30 Jan 2026
21 Feb 2026
30 Jan 2026
30 Jan 2026 - 20 Feb 2026
9 Feb 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 | Earth work 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 for all lift, as directed by Engineer-in-charge.: All kinds of soil | 280.01 | cum | 264.25 | ₹73,992.64 |
| 2 | Earth work 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 | 126.13 | cum | 742.71 | ₹93,678.01 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. : All kinds of soil. | 104.88 | cum | 387.5 | ₹40,641 |
| 4 | 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 | 56.48 | cum | 942.27 | ₹53,219.41 |
| 5 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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 | 20 | metre | 524.24 | ₹10,484.8 |
| 6 | 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 and for all lift. | 253.06 | cum | 291.79 | ₹73,840.38 |
| 7 | 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) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.58 | cum | 11,728.64 | ₹18,531.25 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 30.79 | cum | 10,140.96 | ₹3,12,240.16 |
| 9 | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 58.8 | cum | 26,631.55 | ₹15,65,935.14 |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 76.49 | cum | 13,466.31 | ₹10,30,038.05 |
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