PROVN OF RECHARGE WELL QTY02 NEAR OFFICER MESS AND OLD WAPTI AREA SHED FOR PARKING OF BYCYCLES SCOOTERS FOR DET STAFF AT DET HQ SPECIAL REPAIR TO BLDG NO 103 SHOPPING COMPLEX AT VSV GURGAON AND PROVN OF FALSE CEILING AT CERTAIN LOCATION AT AFSSR

Amount

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

M&L drilling 8" (200mm) bore, holes by roatary drilling method below GL in any type of soil including disposal and surplus soil to distance exc 1.50 KM but not 5.00 KM etc complete all as specified and directed by Engineer- in - Charge

Developing the harvetsing bore by means of air compressure at 250 CFM (commpressure / water) as required for developing shall be used and arranged by the contractor by its on resources complete all as specified and directed by Engineer- in - Charge

S&F plastic PVC pipe of pressure rating 6 Kg / Sqcm, 150 mm dia ISI mark in standard length complete all as specified and directed by Engineer- in - Charge

Ditto but slotted pipe having 2.3mmX7.5mm slot complete with necessary fitting jointed complete all as specified and directed by Engineer- in - Charge

S&F PVC wellcap 6 " (150mm) bore mild steel ARW pipe having internal threads and with welded iron handles and fixed in position complete all as specified and directed by Engineer- in - Charge

M&L for loose filling with gravel 3 to 6 mm size around 6" pipe complete all as specified and directed by Engineer- in - Charge

Excavation over area in soft/loose soil n exc 1.5 m deep or part thereof in depth beyond the first 1.5m complete all as specified and directed by Engineer-In- Charge

Complete all as per item 8 herein before but exc 1.50 m and n exc 3.00 m in depth complete all as specified and directed by Engineer-In- Charge

Complete all as per item 8 herein before but exc 3 m and n exc 4.50 m in depth complete all as specified and directed by Engineer-In- Charge

Excavation in trenches n exc 1.5m wide and n exc 1.50m in depth for foundation etc and getting out in soft/loose soil complete all as specified and directed by Engineer-In- Charge.

M&L for providing plain cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundation and mass concrete complete all as specified and directed by Engineer-in-Charge.

M&L for brick work with sub class 'B' brick, straight or curved on plan exc 6.0 mtr mean radius built in CM 1:4 etc 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 in soft and loose soil complete all as specified and directed by Engineer-in-Charge.

Removing excavated material exc. 1.50 Km but n exc. 5 Km and depositing where directed complete all as specified and directed by Engineer-in-Charge.

M & L for rendering 15 mm thick in CM 1 : 4 on fair faces of brick masonry or concrete surface ,finished even and smooth without using extra cement complete all as specified and directed by Engineer-In- Charge

M&L for loose with broken stone or bouldered 80 to 150mm in size in trenches etc with top surface interstices filled with broken stone 5 to 10mm complete all as specified and directed by Engineer- in - Charge

M&L for loose filling with broken stone or bouldered 5 to 10 mm in size in trenches etc complete all as specified and directed by Engineer- in - Charge

M&L for loose filling with coarse sand in trenches complete all as specified and directed by Engineer- in - Charge

M&L for mild steel TMT bars 10mm dia and over , cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns,footing, plinth beam, roof beam, lintels, slabs and other similar structures etc., hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engineer-in-Charge

complete all as item No 20 hereinbefore but 5mm dia and over upto and inclluding 10mm dia in stirrups, spacers and binders etc complete all as specified and directed by Engineer-in-Charge

M & L for form work to sides of concrete , foundations, footings, bases of columns, rafts and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work for rough finished surface complete all as specified and directed by Engineer-in-Charge.

M&L for Reinforced Cement concrete Type B1 1:2:4 (20 mm graded aggregate) (nominal mix) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete

M & L for hardcore of broken bricks of gauge n exc. 63 mm , deposited , spread and levelled and compacted 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 75 mm thick cement concrete type C-2, 1:3:6 (40 mm graded stone aggregate) as in plinth protection complete all as specified and directed by Engineer-in-Charge.

S&F mild steel rolled formed steel tumbes angles , grills, tee, channel sections work as for framed /unframed work such as grills gratings, etc., with ends of bars shouldered and/ or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed baluster; walk ways; railings; framed work of water tanks and similar work including necessary reveting and / or welding conforming to Fe 290 (Gde-E 165) complete all as specified and directed by Engineer- in - Charge.

M&L for applying two coats of synthetic enamel paint on steel surface over a coat of red oxide primer incl preparation of surface complete all as specified and directed by Engineer-in-Charge.

S&F expended steel wire fabric with steel member weight exc 4 sqm etc complete all as specified and directed by Engineer- in - Charge

S&F galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails straining bolts, including securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins etc complete all as specified and directed by Engineer-in-Charge. Note: - Each line of wire to be measured separately

M & L for preparation of new plastered surfaces and applying two coats of exterior weather proof paints over a coat of primer over 2 mm thick birla wallcare putty on walls complete all as specified and directed by Engineer -in- Charge

M&L for reinforced concrete pipes 300 mm dia, class NP-2, laid and jointed complete with collars etc complete all as specified and as directed

M&L for cement concrete (1:3:6) type C-2 (using 40 mm graded crushed stone aggregates) for 300 mm dia in bed to drain pipes including packing under, and haunching against the sides of pipes complete all as specified and as directed

M&L for cement concrete (1:2:4) type B-1 (using 20 mm graded crushed stone aggregates) as in surface channels and drains complete all as specified and as directed

Dismantling of stone slabs of any description or thickness in floors, approaches, dado/Partitions etc & removing serviceable Stone to store and rubbish off the premises complete all as specified and as directed.

Demolition of Cement Concrete in floors above ground level and disposing the rubbish to a distance exceeding 250 Mtr but not exceeding 500 Mtr away to low lying areas complete all as specified and directed.

Dismantling floor, hearth or wall tiling including cement mortar bedding ( but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and as directed.

M&L for 150 mm thick cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregates) as in sub base of path/hardstanding etc complete all as specified and as directed.

M&L for cement concrete type B-0 1:2:4 (12.5 mm graded stone aggregates) 25 mm thick as in sub base of flooring etc complete all as specified and as directed

M&L for screed bed or bedding layer of mortar 15mm thick in CM 1:4 for laying floor finishes complete all as specified and as directed.

M&L for Vitrified ceramic tiles,any shade & colour 10mm thick (Square/rectangular) polished, area of each tiles n.exc 0.42 but exc 1.00 sqm, in floors etc set and jointed in neat cement slurry and pointed in white or coloured cement to match etc complete all as specified and as directed.

M&L for providing and fixing 10mm thick plaster of paris ceiling (Gypsum anhydrous) to flat surface over 2nd class soft wood fillets, or metal frame work and reinforced with GI wire mesh including any sunk or raised moulding (Fillets, metal frame work and GI wire mesh paid separately) complete all as specified and as directed.

S&F GI frame work for seamless ceiling comprising of GI perimeter channnel 0.55 mm thick with two unequal flanges of 20 and 30 mm and web of 27 mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/intermediate channel 0.9 mm thick having two equal flanges of 15 mm each and web of 45 mm suspended from soffit at approx 900 mm centre to centre with Gl cleat and steel expansion fasteners with and including ceiling section (not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50 mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre complete all as specified and as directed.

S&F wire netting of galvanised steel wire 0.71mm dia with size of mesh 20x20mm fixed with tinned tacks of wire staples complete all as specified and as directed.

Formwork to sides of pillars, posts, struts, piers, columns and stanchions Suqare, rectangular fair finished surface.

Reinforced Cement concrete Type B1 1:2:4 (20 mm graded aggregate) (nominal mix) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete

Reinforced Cement concrete Type B1 1:2:4 (20 mm graded aggregate) (nominal mix) in columns, pillars, piers, posts and struts

Removing of excavated material n.exc 50m and geposited where directed at a level n exc 1.5m

M&L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) in sub base of floor complete all as specified and as directed .

Kerb stone of pre-cast PCC (1:2:4) type B-1, using 20mm graded stone aggregates, solid block or slab of size 30 cm x 20cm x 45 cm laid dry on end vertically as in road edging, jointed in cement mortar (1:6) and struck flush complete including necessary excavation, earthwork removal of spoil and temping around all as specified and as directed by Engr-in-Charge.

M&L for 25mm thick sand cushioning including watering and consolidations etc complete all as specified and directed.

M&L for Rubber Pressed, Glossy finsh Pre-Cast concrete interlocking coloured paving block of glass fibre reinforced vibro compacted any shape and size conforming to IS-15658:2006 of 80mm thickness made with M35 grade concrete match with grey cement and pigment etc complete all as specified and directed.

S&F MS joist channel (Fe 410-W Gde E-250 Quality A), angle or Tee section MS tubes, plates, purlins posts, rafters etc. fixed indepently or framed with or without connecting plates confirming to Grade Fe 410-0 or Fe-310-0 including special shape as required complete all as specified and directed by Engr-in-Charge.

S&F pre-painted galvalume aluminium zinc coating GI based corrugated steel 0.50 mm thick of any colour as directed by GE having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws including special shape complete all as specified and directed by Engr-in-Charge

S&F 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 or steel sheeting or other covering, running rails and guides) and hanging; also fastening FE-410-W Gde (E-250 quality) and fixing complete all as specified and as directed

Ish Engineers and Contractors

Shakashi Construction Co.

P R Constructions

akhil enterprises

M/S ujjwal associates