Supply and erection of new lift to the administratie office building in NTR TGP Colony Mamillapalli Near Kadapa

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308).

Filling with useful available Sand (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work or as directed by the Engineer-in-Charge. (APSS NO. 309 & 310)

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level as directed by the Engineer - in- Charge.

SSupplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded as directed by the Engineer - in -Charge.

RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, including centering, shuttering. as directed by the Engineer-in-Charge.

For plinth Beams

Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete as directed by the Engineer-in-Charge.

Plastering with CM 2 coats, 12 mm thick, base coat in CM (1:5), 8mm thick and top coat in CM (1:3), 4mm thick with sponze finishing as directed by the Engineer-in-Charge.

Painting to external and internal walls with 2 coats of water proof cement paint of approved brand and shade over base coat of approved cement primer grade 1 making three coats in all to given an even shade after throughoutly brusing the surface to remove all dirt and remains of loose powered materials including cost and conveyance all materials to work site and all operational, incidental, labour charges etc., complete for finished item of work as per SS 912 for external walls as per drawing or as directed by the Engineer-in-Charge.

Installation of N G+2 Floors with capacity 8 passengers of 800x2000 mm size complete as directred by the Engineer-in-Charge.