Construction of 120 men Jawan Barrack at 2nd BN ITBP Babeli Camp Distt Kullu HP

Directorate General, Indo-Tibetan Border Police Force · Kullu, Himachal Pradesh · Civil Works & Infrastructure · open

Key facts

Tender value: ₹8.9Cr
EMD: ₹17.9L
Published: 07 Oct 2026
Closing date: 28 Oct 2026
Status: open
Status as of: 18 Oct 2026 22:35 UTC
Department: Indo-Tibetan Border Police Force
Office: IG, Northern Frontier, ITBP

Description

Construction of a 120-men Jawan Barrack at 2nd Battalion ITBP Babeli Camp, Kullu, Himachal Pradesh. The percentage-rate works tender has an estimated value of INR 8,94,44,181 and requires an EMD of INR 17,88,884.

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 (286)

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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.:All kinds of soil — Qty: 330.6 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.:Ordinary rock — Qty: 141.7 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 ::Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia — Qty: 500 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 lift — Qty: 472.2 Cum.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. — Qty: 39.3 Cum
Supplying chemical emulsion in sealed containers including delivery as specified:Chlorpyriphos / Lindane emulsifiable concentrate of 20% — Qty: 180 Per Ltr.
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) ::Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete:With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration — Qty: 130 Mtr.
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor ::With Chlorpyriphos/Lindane E.C. 20% with 1% concentration — Qty: 480 Sqm.
Providing and laying in position cement concrete of specified grade excluding the cost of centering 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: 58.8 Cum.
Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete.: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: 3.2 Cum.
Providing and laying damp proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) — Qty: 55 Sqm.
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. — Qty: 17.6 Per 50 Kg Cement
Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. — Qty: 55 Sqm.
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed by dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. — Qty: 126.8 Sqm.
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.::Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.:All works upto plinth lev — Qty: 201.7 Cum.
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.::Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.:All works above plinth le — Qty: 761.8 Cum.
Centering and shuttering including strutting propping etc. and removal of form work for ::Foundations, footings, bases of columns etc. for mass concrete. — Qty: 367.2 Sqm.
Centering and shuttering including strutting propping etc. and removal of form work forSuspended floors, roofs, landings, balconies and access platform. — Qty: 2070.1 Sqm.
Centering and shuttering including strutting propping etc. and removal of form work for Shelves (Cast in situ). — Qty: 181.7 Sqm.
Centering and shuttering including strutting propping etc. and removal of form work for Lintels, beams, plinth beams, girders, bressumers and cantilevers. — Qty: 2156.8 Sqm.

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