Drain Construction Work Dharmpal Prajapat House to Hisar Road Chamber, Ward No. 37/27, Rajgarh

Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. Depth upto 1.5 m

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Brick work with FPS bricks of class designation 75 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)

Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers:1:6 (1 cement : 6 fine sand) compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar

Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task in all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.

Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1

Providing and constructing of SEWER-BRICK (As per IS-4885 amended and upto date) masonry circular manholes of "Type-B" with internal dia 1.20m and depth upto 2.50m having sewer brick masonry wall 230mm thick upto 2.50m, 345mm thick from 1.50m top to 2.50m in cement sand mortar 1:4, including concreting PCC M-10 in grade (1:4:8) for 75mm thick foundation including curing, compaction and form work etc. complete, PCC M15 for benching and channel portion, RCC M20 for 200mm thick cover slab including reinforcement, PCC M20 for fixing the manhole frame and cover using stone aggregate 20mm nominal size, 20mm thick inside and outside plaster in C.M. 1:3, inside plaster finished with floating coat of neat cement, all in CM:1:1 around pipe entering and leaving the manhole and also at the junction of manhole and concrete slab, providing and fixing of SFRC foot steps of approved make and every 0.30m height fixed in CM 1:3, supplying and fixing heavy duty SFRC manhole frame and cover as per IS 12592 (Part 1 and II) having clear opening of 560mm, including refilling of Jhir, including curing, watering, ramming, hydro testing of manhole, conveyance & cost of water, and dewatering complete as directed by the Engineer. Note: Excavation of earth work and road cutting for manhole will be paid separately. Type-B Manhole depth: 1.70 m

Carriage of Materials by mechanical transport including loading, unloading and stacking :: Earth lead 2 km

Jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date)... (full technical description as per original)

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