Provn of Sewage Line and Drain at 262 Transit Camp under GE (West) Delhi Cantt-10

Excavation in trenches n.exc 1.5 m wide and not exceeding 1.5m deep for foundation etc. or for shafts, wells, cesspits, manhole, pier holes, laying of pipeline etc n. exc 10 sqm on plan and getting out any type of soil complete all as specified and as directed by Engr in Charge. Note:- Insurance of workmen, cleaning of site, removal of all hinderance's/obstructions, unforseen item, Electric cable, Gas Pipe line etc and permisssion from other department should be responsibility of contractor (MES will only assist in getting permission etc),restoring and getting the same constructed/Repaired/Replacement, nothing extra shall be payable. Complete all as specified & directed by Engr in Charge. (ii) Level Sheets/chart of proposed Sewer Line and Drain work Ground level to be provided by contractor before starting the work

All as per item No 1 above but exc 1.5 mtr and n.exc 3 mtr in any type of soil.

Returning filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick. Complete all as specified and as directed by Eng in Charge.

Removal of excavated material from site beyond MoD lands and depositing where directed at a level not exceeding 1.5 meters above the starting point as directed by Engr-in-Charge.

Material and labour for PCC (1:4:8) type D-2 (using 40 mm graded stone) aggregate as in foundation, flooring sub base complete all as specified and as directed at site by the Engineer-in-Charge.

Material and labour for Brick work with sub class 'B' bricks straight or curved on plan exc. 6M mean radius built in CM (1:4) all as specified and as directed at site by the Engineer-in-Charge.

Material and labour for PCC (1:2:4) type B-I (with 20 mm graded aggregate) as in coping, grouting, in post holes for MS frame made out of angle iron, kerbs/gola/haunching finished even and smooth without using extra cement as on brick work/flooring. Complete all as specified and as directed at site by the Engineer-in-Charge.

M&L for plain Cement concrete type B2 1:2:4 using 40mm graded crushed stone aggregate in surface channels and drains etc. Complete all as specified and as directed by Engr in Charge.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc. Complete all as specified and directed by Engr in Charge.

M&L for rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth using extra cement complete all as specified and directed.