Construction of SPT structure i.e Jawan barrack, BOP Comdr Office cum residence, Kitchen cum dining hall, QG and Kote and toilet block cum bath block at BOP Survita (Balubari) of 12 Bn, SSB, Kishanganj under FTR Siliguri

DG Sashastra Seema Bal · Kishanganj, West Bengal · Civil Works & Infrastructure · open

Key facts

Tender value: ₹1.2Cr
EMD: ₹2.4L
Published: 27 Oct 2026
Closing date: 17 Nov 2026
Status: open
Status as of: 03 Nov 2026 04:34 UTC
Ministry: Ministry of Home Affairs
Department: Sashastra Seema Bal
Office: IG FTR HQRS Siliguri, SSB

Description

Construction of SPT-type structures at BOP Survita (Balubari) for 12th Battalion SSB, Kishanganj, including a jawan barrack, BOP commander office-cum-residence, kitchen-cum-dining hall, QG/Kote, and toilet-cum-bath block.

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 (111)

2 — Qty: 3 4
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. — Qty: 143.96 Cum
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 for all lift — Qty: 133.54 Cum
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 33.69 Cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) — Qty: 2.75 Cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement 4 coarse sand (zone-III) derived from natural sources 8 graded stone aggregate 40 mm nominal size derived from natural sources) — Qty: 47.35 Cum
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. — Qty: 120.6 Sqm
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm 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: 111.02 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-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size de rived from natural sources) — Qty: 45.26 Cum
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: 1:2:4 (1 cement: 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size de rived from natural sources) — Qty: 1.4 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: 7.83 Cum
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase 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: 15.4 Cum
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. — Qty: 142.05 Sqm
Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform — Qty: 76.17 Sqm
Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers — Qty: 76.17 Sqm
Centering and shuttering including strutting, propping etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts — Qty: 329.13 Sqm
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars — Qty: 3879.03 kg
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars — Qty: 2568.43 kg
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement: 6 coarse sand) — Qty: 82.97 Cum
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement: 6 coarse sand) — Qty: 97.1 Cum

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