PROVN OF CYCLE STAND HARD STANDING CYCLE SHED WITH SOLAR PANEL SPL REPAIR TO SEWAGE SYSTEM AND CERTAIN MINOR WORKS AT DIFFERENT LOCATION UNDER GE IMA DEHRADUN

Amount

Surface excavation not exceeding 30 Cm deep and averaging 15 cm deep and getting out in any type of soil all as specified and directed.

Hard core broken stone of gauge not exceeding 63mm, deposited, spread and levelled in layer not exceeding 15 cm thick watered & rammed to a true surface all as specified and directed.

100mm thick PCC (1:2:4) type B-2 (using 40mm graded stone agg) as in floor and finishing the surface even & smooth without using extra cement and spike rolling to surface or making impression of expanded metal whilst the concrete is green complete all as specified and directed.

Precast RCC 1:2:4 type B-1 using 20 mm graded crushed stone aggregates as in cover slabs for manholes or drains , set in cm 1:4 complete all complete all as directed.

Forming construction joint 30 mm deep x10 mm wide filled with sealing compound Grade 'A ' etc complete all as directed.

PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in coping including formwork complete all as specified an directed.

MS TMT bar 8mm dia & over, cut to length bent to shape reqd incl cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia all as specified and directed

Framed work as in grill, grating etc with ends of bars shouldered and/ riveted or forged into spikes, framed guard bars, barred iron door, ladders framed blusters, walk ways, cycle stand etc.and similar works and fixing complete Fe-290 (Gd E-165) including taking down or dismantling existing mild steel framed work all as specified and directed

Preparation of new untreated steel or iron surfaces of any description over 10 Cm width or girth and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red oxide primer all as specified and directed

Removing excavated material (soil) to distance not exc 50m and depositing where directed at a level not exc 1.5m above the starting point all as specified and directed.

75mm thick PCC (1:2:4) type B-2 (using 40mm graded stone agg) as in floor and finished the surface even & smooth without using extra cement complete all as specified & directed.

Cutting holes into brick wall built in cement mortar for inserting holdfasts and making good dismantled portion in cement mortar 1:3 or cement concrete 1:2:4 type B-1 as required complete all as specified

Collapsible steel gates, top hung consisting of channel pickets, pivoted flat bars, top & bottom runners, brass handles etc, as specified in clause 10.24 SSR Part I erected in position and securing runners with holdfasts and brackets complete all as specified.

Chequered cement concrete tiles 25cmx25cmx25mm thick set jointed & pointed in neat cement slurry in floors with grey cement and pigments over and including screed bed or bedding layer or mortar 15mm thgick in CM 1:6 for laying floor finishes complete.

Excavation in post holes each n.exc 0.5 cum and getting out & removing surplus soil to a distance n.exc 50m & making good surface in any type soil complete all as specified & directed.

Excavation in trenches 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 10 Sqm on plan and n' exc. 1.5 m in depth and getting out in any type soil complete all as specified and directed.

PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foundation filling, mass concrete and sub base of floor etc complete all as specified and directed.

PCC 1:2:4 type B-2 using 40mm graded crushed stone aggregate as in foundation filling, mass concrete etc complete all as specified and directed.

Rolled mild steel Joist channel, angle or tee seciton, fixed independetly without connecting plates etc complete all as specified and directed.

Rolled mild steel work as in main and cross beams, hips and jack rafters, purlins where connected to common rafters and running rails and guid for sliding doors fixed with connecting plate or other connected plates etc. complete all as specified & directed.

Rolled mild steel work as in roof trusses (framed), trussed, purlin crane gantries, rails and fastenings etc including distance pieces plates cleats etc complete all as specified & directed.

Mild steel 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 & directed.

Pre- painted galvalume aluminium Zinc coating GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws etc complete all as specified and directed.

Welded steel wire febric fixed to wood or steel members weight nexc 4.00 kg/sqm complete all as specified and directed.

Mild steel works as in bands, straps, hold fast, wall/wind ties, angle cleats and similar small articles etc complete all as specified & directed.

Brick work with fly ash’ bricks straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed.

Rendering 15mm thick plaster on other than fair faces of brick work or concrete surface in CM 1:6 finished even and smooth without using extra cement complete all as specified and directed.

Preparing new or previously untreated surface of wall and applying three coats of white wash complete all as specified & directed.

Preparation of newly plastered or brick masonry surfaces and applying two coat of waterproof exterior emulsion over a coat of primer complete all as specified.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in soil complete all as specified & directed.

Spreading & levelling soil (under floor) in layers n. exc 25 Cm thick, well ramming including watering as required etc complete all as specified and directed. Note:- Earth obtained from excavation shall be used under this item of work.

Machine pressed precast coloured concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade laid, jointed and pointed in grey cement with pigment to match the shade of tile with and including 25mm thick sand cushioning layer etc complete all as specified and directed.

Mild Steel bolts 11 to 15 mm dia (machine made ) with hexagonal or squre head at one end and screwed the other or screwed both ends to be fitted with washers and one hexagonal or squre nuts not exceedig 05cm long complete all as specified and directed.

75mm thick PCC 1:3:6 type C-2 using 40 mm graded crushed stone aggregate as in plinth protection or similar places, and finishing the surface even and smooth without using extra cement including making joints 12mm wide to the full depth of PCC at every 3 meters and at every change of direction and filling the same with sealing compound grade 'A' including necessary formwork etc complete all as specified and directed.

R.C.C 1:1.5:3 using 20mm graded crushed stone aggregate as in slab supported on walls beams and columns in floor, roof, landing and in shelves and the like complete all as specified & directed.

Use & waste of form work to soffits of suspended slab such as roof slab, floor slab, landing and similar work not exceeding 200mm thick for fair finish surface complete all as directed.

Use and waste of form work to edges of concrete slabs n exc 20 cm complete all as specified and directed.

Excavation in trenches n.exc 1.5m wide and.exc 1.5m and not exc 3.00 m in depth for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and getting out in soft/ loose soil complete all as specified and directed.

150 mm bore, salt glazed stone were (SGSW) drain pipe, grade 'A', laid to slope in trenches and jointed in cement mortar 1:1 including necessary testing including demolition and breaking up drain complete all as specified and directed.

PCC 1:4 ;8 type D-2 using 40mm graded crushed stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested suitable for 150mm bore of pipe complete all as directed.

200 mm bore, salt glazed stone were (SGSW) drain pipe, grade 'A', laid to slope in trenches and jointed in cement mortar 1:1 including necessary testing including demolition and breaking up drain pipe complete all as specified and directed.

PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested suitable for 200mm bore of pipe complete all as directed.

Extra for forming fair finished drain or channel 30 cm inner grith in cement concrete, using extra cement, including forms, moulds, mi-tred/stopped ends etc complete all as specified and directed.

Rendering 10mm thick plaster on fair faces of brick work or concrete surface in CM 1:4 finished even and smooth without using extra cement complete all as specified and directed.

Supply only waterproofing compound complete all as specified and directed.

PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate as in foundation filling, mass concrete and sub base of floor etc complete all as specified and directed.

Brick work with sub class B bricks straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete including demolition of masonary built in cement mortar all as specified and directed.

PCC 1:3:6 type C1 (using 20 mm graded crushed stone aggregate) as in coping, benching, cills, PCC gola, PCC block for holdfast and the like including weathering, slightly rounded or chamfered angles and throating, including necessary from work etc complete all as specified and directed.

Pre-cast RCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in cover slabs (for manhole, drain etc) and simililar articles with plain faces including necessary form work and including demolition of existing cover slab etc, set in cement mortar 1:4 complete all as specified and directed. (Note: Reinforcement shall be measured and paid separately under respective items of BOQ)

Mild steel works as in bands, straps, hold fast, angle cleats , man hole cover rungs and similar small articles etc complete all as specified and directed.

Construction of septic tank suitable for 150 users, excavation in any type of soil, foundation in PCC 1:2:4 type B-2, brick work in CM 1:4, internal plaster 12mm thick in CM 1:3 mixed with water proofing compound, external and bearing plaster shall be 15mm thick in CM 1:4, RCC slab in M-25 design mix concrete including RCC precast manhole cover reinforced with 8mm dia bars with angle iron frame, vent shaft and sludge chambers etc complete all as specified and shown on Drg TD brick-217 sheet 1/7 to 7/7.

Construction of soakage well of size 3.60 M dia X 6.00 M deep, excavation in any type of soil, foundation in PCC 1:3:6 type C-2, walls of honey combed and solid in M-25 (design mix) concrete, including intercepting chamber, screen chamber, brick work in CM 1:4, plaster where shown on drg shall be 12mm thick in CM 1:6, bearing plaster 15mm thick in CM 1:4, RCC cover slab In M-25, filling with brick bats of gauge 80 to 150mm complete all as specified and shown Drg TD-309 sheet 1/4 to 4/4

Cutting into existing manholes for connecting new drains of 150 mm to 300mm internal dia of pipe, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required complete all as specified and directed.

Dewatering of septic tank and draining out the water, and carried away the water out side the defence land and burried the water into the ground including throwing of required quanity of lime to stop the foul smell complete all as specified and directed.

Desludging/cleaning of septic tank /soakage well of any depth by mechanically means or by pumping and burring the sludge into the ground including throwing of required quantity of lime to stop the bad smell complete all as specified and directed. Note:- Rates quoted by the contractor for this item are for solid contents of sludge only (The volume of solid contents of sludge shall be calculated by reducing 50% of loose/seperated quantities of sludge)

Supply, installation, testing and commissioning of 5 KWp off Grid solar Power plant, 1 phase, batteries 12V 200 Ah-8 Nos with a back up of 900W for 10 Hr and including solar modules 5KWP (MNRE App), Solar PCU/Inverter 5KVA-96 V DC 1Phase, MC4 connector, system wiring, control panel, ACDC JB, Earthing Surge protection and installation of PV panel on roof top on well designed galvanised iron structure with civil work complete with connection to the feeder pillar box through UG cable complete all as directed. Make:- MB Thermax limited, TATA B.P Solar, BHEL, V guard

Supply and laying or fixing or passing through pipe XLPE insulated, armoured, heavy duty electric cables 1100 volts grade with stranded aluminum conductor of size 16 sqmm 2 core laid in trenches /duct /wall /floor etc complete all as specified and directed. Make: Finolex/Havells/Polycab/Gloster/plaza/Grandley

Un-reinforced precast concrete cable cover class LV type1 flat size250 mmx 150 mm x40 mm as protection to under ground cable laid dry flat adjjoining each other complete all as specified and directed.

Supply and filling sand with clean dry fine sand unwashed including gently punning around cables in trenches for cable protection complete all as specified and directed. NOTE: - Punned thickness shall be measurement & paid.

GI pipe light grade ISI marked 40mm bore for cable protection fixed to poles/along wall/floor/under road/across the drain or nallah with calmps, bolts, nuts & washers etc complete all as specified and directed. Make:- Tata/Jindal /Prakash

GI pipe light grade ISI marked 32mm bore for cable protection fixed to poles/along wall/floor/under road/across the drain or nallah with calmps, bolts, nuts & washers etc complete all as specified and directed. Make:- Tata/Jindal /Prakash

Supply and laying or fixing or passing through pipe XLPE insulated, armoured, heavy duty electric cables 1100 volts grade with stranded aluminum conductor of size 6 sqmm 2 core laid in trenches /duct /wall /floor etc complete all as specified and directed. Make: Finolex/Havells/Polycab/Gloster/plaza/Grandley

Earthing complete with galvanized iron earth plate electrode 600mm x 600mm x 6mm thick burried directly in ground (earth pit not less than 2.25 metres deep below normal ground level) vertically, with top edge of plate not less than 1.5 metre below normal ground level connected to galvanised earth lead wire 4 mm dia by means of bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No 3 of MES Schedule Part-I connecting to earthing test point & to main switch board and testing on completion with and including necessary excavation and earth work in any type soil, earth lead connected to earth test point & to main switch board etc with & including adequate quantity of charcoal dust and common salt, test point, PCC (1:3:6) type C-1 (using 20mm graded crushed stone aggregate) for earth pit with 40 x 40 x 6mm mild steel angle iron frame for cover, internal surface of concrete shall be given 10mm thick plaster in CM 1:4, pre cast RCC (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) 40mm thick cover, reinforced with 8mm dia deformed or TMT bars 3 Nos both way with 12mm dia round bar handle, GI medium grade watering pipe 20 mm dia with funnel and wire mesh and 15mm dia GI light grade earth lead protection pipe etc complete all as specified and directed. NOTE: (i) Earth lead wire and its protection pipe upto and including 7.5 mtr only from the top of earth electrode are included under this item. (ii) Any joints in earth lead from earth electrode to test point shall not be allowed/permitted. (iii) If the desired earth resistance is not found within permissible limit shall be re done by contractor at no extra cost.

M/S S P BUILDERS

M/S RAJESH KUMAR GOYAL

ACE BUILDERS AND CONTRACTORS