Construction of RCC flood protection wall,rain water harvesting system and sump pits at 220kv s/s Bassi Pathana.

Dismantling brick work tile, masonry or tile lining ( In cement )

Scraping of Bricks ( Bricks dismantled from brick work in lime or cement.)

Dismantling of cement concrete ( Cement concrete plain1:2:4 mix )

Dismantlong of PCC 1:6:12 ( Lime concrete, cement concrete of 1:6:12 or leaner mix )

Dismantling wire gauge with frame work including separating frame work and putting wire gauge into rolls.

Dismantling barbed wire or flexible wire rope including making rolls and staking within 50 mt.

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.

Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

PCC 1:4:8 ( with stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type)

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Centering and shuttering for faces of walls, partitions,retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position. For roof truss, well curbs, plate girders etc. of any span for building for bridges upto 15M span

Providing and fixing wire netting mesh of 12 gauge 50x50 mm mesh with 180 cms high fastened galvanized with 4 numbers MS wire rope of 1/16"dia 6/7 strands each with all fittings complete in all respects.

P&F barbed wire fencing consisting of galvanized steel barbed wire having dia 2.24mm (2Ply) barbed with 4 points as per IS 278/1962 i/c allfittings such as U-clamp tighting nuts and bolts unrolling and streching complete as per Drg. No. HW/TB-5635-R-2 and Arch/Drg. No. 3R-3/job No 112/S.

Painting one coat with aluminum paint on old work to give an even shade

Site Clearance

Recovery of Bricks

Recovery of Brick Bats

Recovery of Iron Scrap

Dismantling of flexible pavement thickness above 50 mm by mechanical means

Earthwork excavation in ordinary soil, exclusive of compensation of earth:- Earthworkundressedwithacombined lead upto 15 metres including breaking of clods.

Granular Sub-Base Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications

Consolidation of WBM Grade-II

Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads Providing, laying, spreading and compacting stone aggregates of Grading II towater bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite typeof bindingMaterials to fill up the interstices of coarse aggregate, watering and compacting to the requireddensity completeas per technical specifications

Joint Sealing Compound b) Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications

Construction of Embankment with Earth obtained from Roadway Cutting or Excavation Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compactingtomeet requirementof table300-2as per technical clause 305 of MORT&H specifications

Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.

Extra for rolling to specifications

Precast Cement Concrete Kerb Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications

Colour washing (two or more coats)

Excavation manually in trenches with straight or open cutting in built up street/ lane having wall to wall width of street/ lane upto 3.0 metre, for intramural sullage drains, extramural intercepting drains and outfall drains, storm water channels and other work contingent or incident thereto, to full dimensions and depth as shown on the drawings or as shall be required by Engineerin-charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic. Providing and fixing and maintenance of caution boards, fencing, night signals, for leads upto 15m and for all lifts and subsequent refilling, watering and dressing upto groung level, including removal of surplus spoil from the site upto 15 metre distance complete in all respects i) All classes of soil except rocky Harvesting well

Cement concrete 1:6:12 ( With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type)

First class burnt brick work laid in cement sand mortar 1:7 in first storey upto 4 metres above plinth level.

Extra labour for First class burnt brick masonry in well steining of circular well.

Cement concrete 1:2:4 ( mixing by mechanical means using concrete mixer volumetric type )

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

20mm thick cement plaster 1:4 in two coatwork

5.2 i) Earth,Surkhi, Sand, Earth, Fly Ash, Bajri, Ballast, Stone boulders, Kankar and building rubbish, Earth. 4.1 b) Stone (building or pitching) Sand, Earth, Fly Ash, Bajri, Shingle, Spalls, Brick bats, Brick ballast and Stone metal

P&F manhole cover 500mm dia with frame as per drawing b) 500mm i/d RCC man hole cover onlyas per ISI (Extra Heavy duty)

Supplying & laying dry brick bats

Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818-2010, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer – incharge. b)150 mm nominal size dia.

Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. b) 150 mm nominal size dia.

Providing foot rest for well shaft made of 20x20 mm square bars i/c fixing in man hole/well shaft

Supplying and fixing well cap having thread to fix on housing pipe complete in all respects b) 150 mm nominal size dia.

Boring with 150 mm diametre casing pipe for tube well in all kinds of soils except ordinary hard rocks requiring blasting including removing the casing pipe after the hand pipe/tube well is lowered and tested Upto 150 m depth BGL

Ist class brick work in CM 1:6 in foundation and plinth

Conglomerate floor 25mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material

12.5 mm thick Plastering on walls cement plaster 1:3

Providing and fixing in position gratings 150mm x 150mm for gully trap. a) H.C.I. grating including painting with black bitumastic superior paint of approved manufacture three coats.

Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer -in-charge

Supply and fixing of 2 HP 3 phase sewage pump alongwith control panel and water level controller

Providing dual core wire size 2.5 sqm

Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. 32mm i/d

Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete. 32mm i/d Brass Ball valves

Extra carriage and diffrence of rates for cement

Extra carriage and diffrence of rates for fine sand

Extra carriage and diffrence of rates for coarse sand

Extra carriage and diffrence of rates for stone ballast 40 mm

Extra carriage and diffrence of rates for stone metal 45-63 mm

Extra carriage and diffrence of rates for crusher 13.2 mm

Extra carriage and diffrence of rates for crusher 11.2 mm

Extra carriage and diffrence of rates for bricks

Extra carriage and diffrence of rates for steel