Construction of GOs SOs and Jawan Living accommodation at Sumla AOR 35 Bn ITBP
DG, Indo-Tibetan Border Police Force · Mahidanda, Uttarakhand · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹9.0Cr
- EMD: ₹18.1L
- Published: 22 Sep 2026
- Closing date: 11 Nov 2026
- Status: open
- Status as of: 28 Oct 2026 06:54 UTC
- Ministry: Ministry of Home Affairs
- Department: Indo-Tibetan Border Police Force
- Office: SHQ DDN ITBP
Description
Construction of living accommodation for GOs, SOs and jawans at Sumla AOR of 35 Bn ITBP, Mahidanda, Uttarakhand. The percentage-rate works tender has an estimated value of INR 90,286,480 and requires an EMD of INR 1,805,730.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (148)
- 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. 2.6.1 All kinds of soil — Qty: 1487.8815 Cum
- 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. Hard rock (blasting prohibited) — Qty: 33 Cum
- 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. 2.8.1 All kinds of soil. — Qty: 808.3164 Cum
- 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, not exceeding 80 mm dia. — Qty: 400 mtr
- 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 — Qty: 450 mtr
- Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m :Hard rock (blasting prohibited) Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia — Qty: 50 mtr
- 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. — Qty: 1127.28275 Cum
- Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil — Qty: 11.97 Cum
- 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 : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 48.8 Cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto 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) — Qty: 191.216375 Cum
- Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 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). — Qty: 0.88 Cum
- Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. — Qty: 200.8 Sqm
- Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) — Qty: 210.74065 Cum
- Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :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) — Qty: 16.3605 Cum
- Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). — Qty: 45.448185 Cum
- Centering and shutturing incl. strutting, proping etc and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. — Qty: 336.43875 Sqm
- Centering and shutturing incl. strutting, proping etc and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. — Qty: 60 Sqm
- Centering and shutturing incl. strutting, proping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platform — Qty: 74.34 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for: Shelves (Cast in situ) — Qty: 72.287 Sqm
- Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 652.334 Sqm
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