Construction of SOs and Jawan Living accommodation at Nelong AOR 35 Bn ITBP

DG, Indo-Tibetan Border Police Force / IG, NORTHERN FTR, ITBP · Mahidanda, Uttarakhand · Civil Works & Infrastructure · open

Key facts

Tender value: ₹6.8Cr
EMD: ₹13.5L
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 SOs and Jawan living accommodation at Nelong AOR of 35 Bn ITBP, Mahidanda, Uttarakhand. The percentage-rate works tender has an estimated value of INR 67,635,125 and requires an EMD of INR 1,352,703.

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 (141)

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: 1370.44 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: 650.16 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: 995.82 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: 93.8 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: 207.98 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: 197.71 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: 13.98 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: 36.99 Cum
Centering and shutturing incl. strutting, proping etc and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. — Qty: 248.79 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: 47.78 Sqm
Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 604.61 Sqm

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