SPL REPAIR TO OR MD QTR (ROOF TREATMENTS, EXTERNAL PLASTER AND CERTAIN CONNECTED WORKS) IN BLOCK NO P-167, P-177 AND P-234 SOUTH AREA AND PROVN OF RAIN WATER HARVESTING (RWH) BEHIND BUILDING NO-145 (OFFRS MD ACCN), MO-01 (OFFRS MD ACCN), NEAR P-21 MA

Demolition of cement concrete (unreinforced ) in floors and pavings n. exc 15cm thickness (above or below GL) complete all as specified and directed

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.

Taking down cement or cement lime plaster or stone / brick wall, ceiling including racking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.

M&L 15mm thick rendering in cement mortar (1:4) mixed with water proofing compound, on other than fair faces of brick / stone masonary surfaces, finished even and smooth without using extra cement,Incl preparation new decorated surfaces of walls for applying Two coats of weather coat paint over a coat of base/primer complete all as specified and directed. Note : WPC measured and paid separately.

Dismantling loose / disintergrated portion of RCC Chajjas, bend shelves, beams balconies and similar work at any position or any height and doubbing out with PCC 1:1.5:3, 15mm to 50mm thick using 6 to 12mm graded stone aggregate to make up and finished required shape including applying anti corrosive paint on exposed surfaces and provision of necessary supporting form work and including 10mm thick plastering in CM 1:4, finished fair and even,Incl preparation new decorated surfaces of walls for applying Two coats of weather coat paint over one coat of base/primer coat complete all as specified and directed

M&L for rough cast plaster over 10mm thick cement plaster in cement mortar 1:4 on stone / brick masonary wall surfaces Incl preparation new decorated surfaces of walls for applying Two coats of weather coat paint over a coat of base/primer complete all as specified and directed.

M&L RCC, type B-1 (1:2:4) using 20mm graded aggregate in, slab supported on wall, walls beams and columns in floors, roof landings complete all as specified and directed.

Taking down existing tar felt or of any description including cement plaster or concrete of any thickness from the roof surfaces of building including cleaning the surfaces in all respect & preparing it for further treatment & removing rubbish from site complete all as specified and directed.

Material and labour for 40mm thick (avergae consolidated thickness) PCC (1:2:4) type B-0 using 12.5mm graded stone aggregate laid in slope as in padding, finished even and smooth on existing slope including provision of 'V' shaped groove 6mm wide and 10mm deep at 1.20 metre interval or parts thereof, both ways on top of PCC padding and filled with mastic bitumen of (1:1) proportion complete all as specified and directed.

M&L for rendering 10mm thick in CM 1:4 mixed with water proofing compound @ 3% by weight of cement on fair faces of RCC/stone patti roof surfaces finished even & smooth without using extra cement complete all as specified and directed. Note : WPC will be measured and paid separately.

M&L roof treatment with APP modified polymeric water proofing membrane, 3mm thick having centre core not less than 100 mircron high molecular high density polyethylene film (HMHDPE) protected on both sides with high polymeric asphaltic mix and 20 mircron HMHDPE film weight not less than 3.0 kg/ Sqm applied with bonding material using blown type bitumen primer Grade 85/25 @ 1.20 Kg/Sqm over bitumen primer conforming to IS -3384 @ 0.40 Kg /Sqm with final coat of bonding bitumen grade 85/25 @ 1.20 Kg /Sqm over APP membrane with all overlaps complete all as specified and directed

M&L PCC (1:3:6) type C-1 using 20mm graded stone aggregate, 75mm thick as in plinth protection finished fair & even laid in alternative bays n. exc 2M in length and joints filled with bitumen mastic 1:3 complete all as specified and directed.

S&F mild steel framed work such as grills, grating cooler stands, etc, with ends of bars shouldered and / or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railing, frame work of water tanks and similar work conforming to Fe 290 Gde E-165 complete all as specified and directed.

M & L for Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan for any type of soil and rock complete all as specified and directed.

M & L for Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil, complete all as specified and directed

M & L for Removing excavated soil exc. 250m but n exc 500m depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

M & L for rendering 15 mm thick in CM (1:4) on fair faces of brick work or conrete surfaces/stone masonary and finishing the surfaces even and smooth without using extra cement complete all as specified and directed.

S & F of PVC pipes (Class 3 (6.0 Kg/cm2), 150 mm bore, single sockets, in any length with rubber ring joints with solvent for permanent in joint laid in floors or wall with Clips for wall complete all as specified and directed.

M & L for cement concrete bed to PVC pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 mm PVC bore of pipe with cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate complete all as specified and directed.

S & F of PVC pipes (Class 3 (6.0 Kg/cm2), Slotted pipe 150 mm bore, single sockets, in any length with rubber ring joints with solvent for permanent in joint laid in floons or wall complete all as specified and directed.

S & F of Drilling bore hole of 300 mm dia with drill bore machine of suitable capacity penetrating any tye of soil/ rock and inserting suitable length along the alinghment & connecting with PVC Slotted pipe 150mm dia upto at end point & laying (incl required item casing and caping for required length for soil not fall in boring area after bore) complete all as specified and directed. Note :- PVC Pipe will be measured and paid seperately.

M & L for MS work for fencing post/gates and struts made from angle iron and flat iron in any section including cutting tops to shape, drilling holes and notching for fixing of wires etc confirming to Fe-290 or Fee-330, complete all as specified and directed.

Supply only chain link MS zink coating 60 gms as per IS 4826 fencing of any mesh size and 3mm dia or wire complete all as specified. Note : This items shall be measured and paid as per actual weight or standard weight as per SSR which ever is less complete all as specified and directed.

Fixing only chain link fencing including line wire, any mesh size and any type of standards rails straining bolt etc including provision of binding wire complete all as specified and directed.

S & F of 4mm dia galvanised medium coated steel wire cut to length as required for fixing chain the fencing etc complete all as specified and directed.