PROVN OF CONSTRUCTION OF COMPOSITE GARBAGE COLLECTION SHED SWACHHTA KENDRA FOR DUMPING OF WET AND DRY WASTE PITS AT NIWARU MIL STN UNDER AGE I P NIWARU

Amount

Surface excavation in loose soil n.exc (not exceeding) 30cm deep and averaging 15 deep and getting out any type of soil, complete all as specified and directed by Engineer-in-Charge.

Removing excavated material (Soil) to a distance exceeding 50 but not exceeding 100 mtr and depositing where directed at a level not exceeding 1.5meter above the starting point, complete all as specified and directed by Engineer-in-Charge.

Excavating in trenches in loose soil, n exc 1.5m wide and n exc 1.5m in depth; for foundation etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10sq m on plan and n exc 1.5m in depth and getting out any type of soil, complete all as specified and directed by Engineer-in-Charge.

Removing excavated material (Soil) to a distance exceeding 250m but not exceeding 500m and depositing where directed at a level not exceeding 1.5meter above the starting point, complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm., complete all as specified and directed by Engineer-in-Charge.

M&L for plain Cement concrete in foundations, filling and mass-concreteType D2 1:4:8 (40 mm graded stone aggregate), complete all as specified and directed by Engineer-in-Charge.

M&L for Brick work with sub-class `B' bricks, straight or curved on plan exc 6m mean radius built in CM (1:6), complete all as specified and directed by Engineer-in-Charge.

M & L for Rendering 15mm thick on other than fair faces of brick work of concrete surface in CM (1:6) surface finished even & smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.

M & L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in copings, kneelers, apex stones, bed plates, kerbs not proivded for in Item 159, water troughs and the like including weathering, slightly rounded for chamfered angles and throating, as directed, complete all as specified and directed by Engineer-in-Charge.

M&L for Hardcore(broken stones & boulders) of gauge n exc. 63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and directed by Engineer-in-Charge.

M&L for cement conc flooring(PCC 1:2:4 ,B0,12.5 mm graded crushed stone aggregate), complete all as specified and directed by Engineer-in-Charge.

S & F Gde Fe-410-W Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing , complete all as specified and directed by Engineer-in-Charge.

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as specified and directed by Engineer-in-Charge.

Supply only Chain link MS galvanisd fencing, any size or type , complete all as specified and directed by Engineer-in-Charge.

Preparation of new steel surfaces of any description exceeding 10cm in width of girth and applying two coats of synthetic enamel paint over a coat of red oxide, zinc chrome primer, complete all as specified and directed by Engineer-in-Charge.

M&L for Preparation of newly plastered surfaces of any description and treated with two coats of cement base paint of approved shade/tint over a coat of primer wall all as specified & directed by Engr-in-Charge.

Surface dressing n exc 15 cm deep getting out in soft/loose soil. oil, complete all as specified and directed by Engineer-in-Charge.

M&L 75mm thick PCC type D-2, (1:4:8) using 40mm graded stone aggregate below interlocking tiles, complete all as specified and directed by Engineer-in-Charge.

M&L 75mm thick PCC type D-2, (1:4:8) using 40mm graded stone aggregate as in plinth protection, complete all as specified and directed by Engineer-in-Charge.

S&F 60mm thick Interlocking PCC tiles set, jointed and pointed in dry sand over 25 mm thick sand cushion with grey cement and no pigment, complete all as specified and directed by Engineer-in-Charge.

M&L Precast cement concrete type B1 (1:2:4) using 20 mm graded crushed stone aggregate in kneelers, apex stones etc.(of any section indicated), with plain fair faces, incl. chamfers, weatherings, throating etc. & setting in CM(1:4) with joints to match, complete all as specified and directed by Engineer-in-Charge.

M/S M P SHARMA

VASU ENGINEERING SERVICES

M/S STEADFAST ENTERPRISES

Shiv Construction Company

Bhawani Enterprises

RAMJI LAL & SONS