C/O SO’s Living accommodation with guest room, dining hall cum kitchen, OR’s accommodation including Kitchen and dining hall, WT station, Office and store, MI Room, MT shed, Recreation hall, stable, training shed, tradesman shop and toilet block for OR’s at Huri BOP of 60th Bn ITBP
Directorate General, Indo-Tibetan Border Police Force · Huri, Arunachal Pradesh · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹7.9Cr
- EMD: ₹15.8L
- Published: 09 Oct 2026
- Closing date: 30 Oct 2026
- Status: open
- Status as of: 20 Oct 2026 23:18 UTC
- Ministry: Ministry of Home Affairs
- Department: Indo-Tibetan Border Police Force
- Office: Office of the Deputy Inspector General, SHQ (HGI), Indo Tibetan Border Police
Description
Construction of accommodation and associated facilities at Huri BOP for the 60th Battalion ITBP. Open percentage-rate works tender with an estimated cost of Rs. 7,87,87,523, EMD of Rs. 15,75,750, and a completion period of 24 months.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Copy of valid Enlistment in appropriate class, Certificate of Registration for GST of the State in which the work is to be taken up, if already obtained by the bidder, or undertaking to obtain GST registration, Copy of PAN card, Tender form duly signed, Copy of Work Experience Certificate as per tender document, Scanned copy of EMD and receipt of EMD submission, Undertaking for site inspection, Copies of Electrical Contract or License, or undertaking to obtain/associate an appropriately licensed agency, Labour License issued for Contractors/Suppliers, or undertaking to obtain Labour License
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Commercial terms
- Bid type: Percentage
- Make in India (MII): No
- MSE preference: No
Line items (97)
- 2 — Qty: 3 4
- By Mechanical Transport including loading,unloading and stacking Earth Lead - 5 Km — Qty: 16376.43 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 for all lift, as directed by Engineer-in-charge. All kinds of soil — Qty: 20163.92 cum
- 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 — Qty: 250 metre
- 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 lif. — Qty: 632.8 cum
- Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 11.36 cum
- 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 (zone-Ill) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 190.16 cum
- Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. — Qty: 290.26 sqm
- 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-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 432.78 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: 73.88 cum
- Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). — Qty: 288.69 cum
- Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete — Qty: 598.6 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform — Qty: 1211.83 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 830.91 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 861.79 sqm
- Centering and shuttering including strutting, propping etc. and removal of form for Stairs, (excluding landings) except spiral staircase — Qty: 21.6 sqm
- 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. — Qty: 33352.69 kg
- Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. — Qty: 42692.64 kg
- Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. — Qty: 331.39 cum
- 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) — Qty: 592.71 cum
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