Construction of Way Side Amenities at Kaleshwar Mahadev, Kunha, District Kangra, Himachal Pradesh SH Civil, WS and SI, EI, Fire Fighting, Fire Alarm system and Surveillance System etc OCB/ Contract Package Invitation for Bids No. SITDP-HP W15/2025-2

Civil Work 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 at approved dumping site by mechanically & manual upto all lead & lift as per direction of Engineer incharge, dumping site/disposal site shall be arranged by the contractor at their own cost and nothing shall be paid extra.All kinds of soil

Oridinary rock

Hard rock (blasting prohibited)

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 at approved dumping site by mechanically & manual upto all lead & lift as per direction of Engineer incharge, dumping site/disposal site shall be arranged by the contractor at their own cost and nothing shall be paid extra.All kinds of soil

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 at approved dumping site by mechanically & manual upto all lead & lift as per direction of Engineer incharge, dumping site/disposal site shall be arranged by the contractor at thier own cost and nothing shall be paid extra.Ordinary Rock

Stone /Boulder filling under floor dry hand packed including carriage of material up to all Lead and Lift as per direction of Engineer-in-charge.

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, including carriage of material up to all Lead and Lift as per direction of Engineer-in-charge.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters, including carriage of material up to all Lead and Lift as per direction of Engineer-in-charge. 80x1.25 mm M.S. laths with 1.25 mm thick top cover

Filling in plinth with sand under floors including watering ,ramming, consolidating and dressing complete including carriage of material up to all Lead and Lift as per direction of Engineer-in-charge..