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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 Documents found as per order |
| 2 | Accepted-Technical 50 B SEC A SUBASH NAGAR JAMMU J K 180005 | JAMMU | JAMMU | JAMMU AND KASHMIR | 180005 | Accepted-Technical Documents found as per order |
| 3 | Accepted-Technical | Accepted-Technical Documents found as per order |
| 4 | Rejected-Technical 48 484 CIVIL LINES ROORKEE HARIDWAR UK 247667 | ROORKEE | HARIDWAR | UTTARAKHAND | 247667 | Rejected-Technical Documents not found as per order. |
Tender Value
₹15.0 Cr
EMD Value
₹24.2 L
Closing Date
12 Jun 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Comdt. (Engr) SHQ (DDN)
SHQ (DDN), Seemadwar, Dehradon, Uttarakhand
Construction Of Infrastructure And Development Work At New ITBP Camp Situated In Lapthal Valley Approx. Height 14694 Ft And Approx 126 Km From Joshimath, Distt Chamoli (Ukd) Connected By Metalled Road 98 Km And 28 Km Kuchha Road.
2025_ITBP_859699_1
ITBP/SHQ(DDN)/1st/25-381-390 Dtd 9/5/25
Open Tender
Civil Works - Buildings
Percentage
365 days
Dobala, Lapthal vallay, Joshimath, Distt Chamoli
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹24.2 L
Chamber in Comdt (Engr) office
10 Jul 2025
10 May 2025
13 Jun 2025
10 May 2025
12 Jun 2025
10 May 2025
10 May 2025 - 12 Jun 2025
4 Jun 2025
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 kind of soil | 2,024.72 | cum | 407.4 | ₹8,24,870.93 |
| 2 | Earth work in excavation by 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. In ordinary rock. | 674.91 | cum | 1,699.75 | ₹11,47,173.17 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level (1:5:10) (1 Cement :5 Coarse sand :10 graded stone aggregate 40mm nominal size) | 119.07 | cum | 16,352.2 | ₹19,46,974.69 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: 1:2:4 ( 1 Cement: 2coarse sand : 4 graded stone aggregate 20 mm nominal size) | 24.7 | cum | 22,005.25 | ₹5,43,485.66 |
| 5 | Random rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with Cement mortar 1:6 (1 Cement : 6 coarse sand) | 1,216.92 | cum | 24,050.8 | ₹2,92,67,827.38 |
| 6 | 5.1.2) 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): 3 graded stone aggregate 20 mm nominal size). | 252.74 | cum | 27,891.85 | ₹70,49,469.84 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 55,549.22 | Kg | 175.1 | ₹97,26,668.95 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for foundations, bases of columns, beams etc for mass concrete up to plinth. | 1,925.5 | Sqm | 542.4 | ₹10,44,390.66 |
| 9 | 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 up to 1.5 m. | 831.3 | cum | 350.3 | ₹2,91,204.04 |
| 10 | 20 mm cement plaster of mix 1:6 (1cement :6 fine sand) | 1,662.97 | Sqm | 811.8 | ₹13,49,998.23 |
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