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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-01₹4.2 CrRejected-Finance | ₹4.2 Cr | L-01 | Rejected-Finance Firm Not ready to extend Bid validity period and not ready to execute work also submitted same in writing for same accordingly bid cancelled |
| 2 | L-02₹4.3 Cr+₹10.4 L (2.49%)Rejected-Finance HOUSE NO 190 WARD NO 08 HAMIRPUR | ₹4.3 Cr+₹10.4 L (2.49%) | L-02 | Rejected-Finance Firm not found L-01 |
| 3 | L-03₹4.7 Cr+₹47.9 L (11.5%)Rejected-Finance | ₹4.7 Cr+₹47.9 L (11.5%) | L-03 | Rejected-Finance Firm not found L-01 |
| 4 | L-04₹4.9 Cr+₹75.6 L (18.1%)Rejected-Finance | ₹4.9 Cr+₹75.6 L (18.1%) | L-04 | Rejected-Finance Firm not found L-01 |
| 5 | L-05₹5.1 Cr+₹97.1 L (23.2%)Rejected-Finance | ₹5.1 Cr+₹97.1 L (23.2%) | L-05 | Rejected-Finance Firm not found L-01 |
Tender Value
₹6.4 Cr
EMD Value
₹12.8 L
Closing Date
11 Feb 2026, 3:00 pmClosed
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 Boundary wall Powder coated Weld fence panel at 19th BN ITBP Camp Sarahan Distt Shimla HP
2026_ITBP_894817_1
ITBP/SHQ SML/ENGR/19th Bn/211/2026-433-450 Dated 20-01-2026
Open Tender
Civil Works
Percentage
365 days
19th Bonda Sarahan
AS per NIT and Tender form
3 documents required · 3 mandatory
₹0
₹12.8 L
Yes
SHQ SML Shimla ITBP TaraDevi
21 Jul 2026
21 Jan 2026
12 Feb 2026
21 Jan 2026
11 Feb 2026
21 Jan 2026
21 Jan 2026 - 10 Feb 2026
27 Jan 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 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 1,282.26 | cum | 308.99 | ₹3,96,205.52 |
| 2 | 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. Hard rock (blasting prohibited) | 549.54 | cum | 1,807.95 | ₹9,93,540.84 |
| 3 | 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. | 644.65 | cum | 232.66 | ₹1,49,984.27 |
| 4 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m
outside the periphery of the area cleared | 4,680 | sqm | 20.89 | ₹97,765.2 |
| 5 | 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). | 531.21 | cum | 9,352.25 | ₹49,68,008.72 |
| 6 | 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). | 244.51 | cum | 8,086.25 | ₹19,77,168.99 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases for columns | 2,199.09 | sqm | 465.51 | ₹10,23,698.39 |
| 8 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 1,576.26 | cum | 8,678.89 | ₹1,36,80,187.15 |
| 9 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 1,259.5 | cum | 11,010.52 | ₹1,38,67,749.94 |
| 10 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 65,735.02 | kg | 204.89 | ₹1,34,68,448.25 |
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