PROVISION OF HARD STANDING FOR TVDP RECEIPT AREA AT COD AND PROVISION OF OVERHEAD SHED FROM OR LINE TO BATHING POINT OF STN HQ UNDER GE DEHU ROAD

Amount

M & L for Excavating over areas nexc 1.5m deep and getting out soft/loose soil all as specified and as directed by Engr-in Charge.

Surface Excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft/loose soil.

Excavating in post holes in Soft/loose soil (or similar holes) each n exc 0.5cum getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n exc 25cm, watering and removing surplus soil to a distance n exc 50m and making good surface

M & L for Moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering all as specified and as directed.

M & L for consolidated thk hardcore of guage n.exc. 63 mm, deposited spread and levelled in layers n. exc. 15 cm thick, watered and rammed to a true surface of broken stone or boulders.

M & L for 100mm thk PCC 1:4:8 type D2 (40mm graded aggregate) as in sub base all as specified and directed by Engr-in Charge.

M & L PCC type D2 1:4:8 (40 mm Gr. Agg ) 75mm thick as in sub base complete all as specified.

M&L for Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/per square centimetre in field using 400 kg of cement per cubic metre, thickness of concrete all as specified and as directed by Engr-in Charge.

M & L for Finishing surfaces of concrete roads, pavments, Hardstanding by brooming all as specified and as directed by Engr-in Charge.

M&L for PCC type B1(1:2:4, using 20mm graded stone aggregate) as in edging all as specified and directed.

M& L Chequared Cement Concrete Tiles 30 CM x 30 CM X 25 mm th set and jointed in cement slurry and pointed in neat grey cement & pigment in floors over screed bed 15 mm thk in cm 1:6 .complete all as specified.

M&L for laying machine pressed precast concrete interlocking reflective coloured pavers block any shape and size confirming to IS 15658-2006 of 55mm to 60mm thick, M-35 Grade over 30mm thick sand layer watering and ramming all as specified.

M&L for Brickwork with fly ash bricks straight or curved on plan exc 6 m mean radius , built in CM 1:6 complete all as specified.

M&L for rendering 15 mm thick on fair faces of brick work or concrete surfaces finished even and smooth in cement mortar 1:6, complete all as specified.

M&L for preparation of surfaces of new plaster surface of wall and applying two coat of cement base paint complete all as specified and directed.

M&L for Non-skid coloured ceramic tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or cloured cement to match including 15mm thick screed bed in CM 1:6 complete

M & L PCC 1:3:6 type C2 using 40mm graded stone agg as Post holes complete all as specified and as directed

S&F for roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy brackets framing (beam, tee, angle, channel or flat sections) of FE 410-W (Gde-E-250) quality A, including distance places, cleats etc.

S & F for Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and directed by Engr In Charge.

M & L For Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick for ridge of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified

M&L for Preparation of iron new surface and applying two coat of synthetic enamel paint ovar a coat of red oxide

M&L for Forming 12 mm thick expansion joints for 100 mm thickness of concrete bed filled with preformed joints filled with preformed bituminuous filler and top 30 mm primed and sealed with sealing compound , Grade 'A' all as specified and as directed.

M & L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compound all as specified and directed.

Removal of surplus soil to a distance beyond 50 mtr but n exc. 100 mtr & depositing where directed at a level n exc. 1.5 M above starting point all as specified and directed by Engr-in Charge.

Santhi Enterprises

S Y Itkar Construction and Company

DR J S CHADHA AND SONS

Star Construction

Ridhi Constructions

KARPE AND SONS CONSTRUCTION

B.T.DONGARE CONSTRUTION

Crown Chemicals

S.R.M.K Enterprises