NIT No- 1727/PHE(C)/BMC , Dated- 18/05/2026

Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick

Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.) PVC Pipes 100 mm

Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (B) Socket (Dia) 100 mm

(C) Elbow (Dia) 100 mm

(J) Threaded End Cap (Dia) 100 mm

Construction of stand post (300 mm x 300 mm x 670 mm ) with cement concrete (1:2:4) including necessary reinforcement ,shuttering,outside plastering with cement mortar(1:4) and neat cement finish as per direction of the Engineer-in Charge.

Construction of massonary platform 1200 mm x 1200 mm including 125 mm thick & 75 mm height brick work with cement morter( 1:4) sorrounding the platform, 35 mm thick ASF over 100 mm thick cement concrtete jhama khoa ( 1:3:6) over single brick flat soling inclu ding box cutting upto 150 mm thick ,all complete as per direction of Engineer - in - Charge

Construction of masonary surface drain size mm. including all necessary works as per direction of the Engineer in charge.

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)