Construction work of 50 C category shops and development work in front of the shops in new market place, Jaunpur.

Excavation in Foundation in ordinary soil (loam, clay or sand) including lift up to 1.5M and lead up to 50M. and including filling, watering and ramming of the excavated earth into the trenches or into the space between the building and the sides of the foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 50M. from the foundation trenches.(SI NO 251)

Cement concrete with 4cm gauge brick ballast, fine sand of 1.25 FM and cement in proportion of 1:4:8 in foundation & under floors, including supply of all materials , labour & T&P etc. required for proper completion of work. (SI NO 281)

M-150 class brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work. (SI NO 303+diff of course sand)

Filling of carted earth in trenches , plinth and sides of foundation etc. in lavers not exceeding 20cm. in depth consolidating each deposited layer by ramming & watering and dressing and including cartage of earth upto 5.00km and all taxes required for proper completion of the work. (AOR)

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceding of 8 km. from the site of work and including watering, ramming , dressing etc. Rate includes cost of all of all materials, labour and T&P etc. required for proper completion of work. (Including Royalty) . (SI NO 255)

P/L of plain cement concrete with cement, approved coarse sand and 2cm (3/4") gauge approved stone grit in the proportion of 1:2:4 including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. . (SI NO 279 .b)

R.C.C work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone grit in the proportion 1:2:4 in raft excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 BWG binding wire and necessary centering and shuttering etc. and also including supply of all materials labour and tools and plants etc. required for proper completion of the work. Strength of the concrete shall not be less than M-150 as per direction of Engineer-in-charge.(S.I,.No.287)

R.C.C work with cement, approved coarse sand and 2cm (3/4") gauge approved stone grit in the proportion of 1:1 .5:3 in column excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all meterials labour and T&P etc. required for proper completion of the work. . (SI NO 283)

Antitermite treatment of soil under floors using chemical emulsion @ one litre per hole, 300 mm apart @ 100 Nos Holes per 9.00 sqm. Including drilling 12 mm diameter holes and plugging also to match the floor property :with concentration(SOR 2.35)

R.C.C work with cement, approved coarse sand and 2cm (3/4") gauge approved stone grit in the proportion of 1.1.5:3 in lintels of doors & windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. . (SI NO 283)

R.C.C work with cement, approved coarse sand and 2cm (3/4") gauge approved stone grit in the proportion of 1:1.50:3 in beam excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. . (SI NO 285)

R.C.C work with cement, approved coarse sand and 2cm (3/4") gauge approved stone grit in the proportion of 1:1.50:3 in SLAB having span upto 6.0 mtr. excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. G.I. binding wire and including necessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. . (SI NO 284)

M-150 class brick work in 1:6 cement and coarse sand(2.25 FM) mortar in super structure in one brick thick wall, including necessary cutting and moulding of bricks as required and also including honey comb brick work including supply of all materials, labour and T&P etc. required for proper completion of the work. . 303 A+309+310

Mild steel or iron in plain work such as reinforcement concrete or reinforced brick work (when not included in an overall rates), wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bends, hooks and authorized overlapping shall be measured upto floor two level. (SI NO 504)

Supply and fixing of Mild steel Z section openable window with masquto steel jail and beading handle, stay, tower bolt etc and including supply of all materials, labour and T&P etc. required for proper completion of work. SI NO 502)

Supply and fixing rolling shutter of approved make made of 80x1.25 mm (3"x18 gauge ) cold rolled MS lath interlocked throughout their entire length and joined together at the end by end locks and materials on specially designed pipe shaft with bracket side guides and arrangement for inside and cut side licking with push and pull operation complete including cost of providing and fixing 27.50 cm long wire spring grade-ll and 1.25 mm thickTop cover. 520

Supply and fixing 150mm dia hexagonal box type fan hook with 12mm dia round bar complete with all materials labour and T&P etc. required for proper completion of work. DAR 10.17

Supply and fixing of 110cm internal diameter P.V.C. (6 kg/cm2 ) down pipes complete with rose head, bends, shoes and gratings and including supply of nacessary M.S. clamps 25mm x 3mm size fixed etc. complete.

M-150 class brick work in 1:4 cement and coarse sand 1(.25 FM) mortar in super structure in half brick thick wall, including necessary cutting and moulding of bricks as required and also including honey comb brick work including supply of all materials, labour and T&P etc. required for proper completion of the work. (SI NO 305B +309+310

12mm thick cement plaster 1:4 cement and coarse sand( FM 1.25) mortar over brickwork including supply of all materials, labour and T&P et. required for proper completion of work. (SI NO. 584

Making drip course in sunshade or FACIA as per direction as Engineer-In-Charge including supply of all materials, labour etc. required for proper completion of work. (DSR 5.30)

providing and laying brick bat coba water proofing treatment with minimum thickness of 75mm at khurra and minimum top slope of 1 in 80 over the exiting cleaned R.C.C roof slab spread with acrylic polymer cement slurry (mixed with acrylic polymer water proofing compounds) laid over the prepared surface a layer of 100mm thick (minimum-ave.) brick bat coba laid over the mortar layer to get required gradient for adequate drainage. The voids between brick bats are to be kept between 15mm to 20mm wide. These joint to be filled with acrylic cement, finished with 20mm thick acrylic cement mortar 1:4 (1 cement: 4 coarse sand) including giving guarantee of 10 years. written guarantee on stamp paper testing etc. all complete as per specification, drawing and instructions of engineer-in-charge.(Chap 22 Lko.7.1)

40 mm thick cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate of size 12.5 mm and below) laid over base concrete and finished with floating coat of neat cement with 15 cm thick base concrete 1:6:12 including fixing of glass strips. (Excluding cost of glass strips) (SI.605+273x0.15)

Providing and fixing glass strips 5.5 mm thick and 35mm wide depth in joints of floors. (SINO.2.f) (Chapt -1-2-F)

40 mm thick cement concrete flooring 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate of size 12.5 mm and below) finished with floating coat of neat cement with out base concrete including fixing of glass strips. (Excluding cost of glass strips) (SI. 605)

20 mm cement plaster in dado and skirting 1:2 consisting of one part of cement and 2 part of approved course sand laid in pannels,finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 5:1 including supply of all materials, labour and T&P etc. required for proper completion of work (SI NO.597)

White cement washing three coats on undercorated wall and ceiling surface to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar drop and other foreign matter including supply of all materials labour & T&P etc. required for proper completion of work. ( SI NO 673)

Finishing walls with two or more coat of acrolic smooth exterier paint of required shade @ 1.67 lt/10m2 over and including priming coat of exterior primer applied @ 2.20kg (Aceadv, (13.47.1)

Painting two coats over priming coat on new steel or wood surface including priming coat with superior syntheic enamel such as Berger, Asian, Neroluc LUXOL 3, Hi-gloss apcolite superlac, DULUX specified burshing to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter, sand papering and stopping including cost of all materials labour tools and plants etc. required for proper completion of the work. (S.I. No. 641+642)

Filling of carted earth in trenches , plinth and sides of foundation etc. in lavers not exceeding 20cm. in depth consolidating each deposited layer by ramming & watering and dressing and including cartage of earth upto 5.00km and all taxes required for proper completion of the work. (AOR)

GSB Grading-1 Construction of granular-Sub-Base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mix material to work site upto lead of 1000 m spreading in uniform layers with moter grader on prepared surface and compacting with smooth wheelled roller to achieve the desired density grading -1 , complete as per technical specification clause-401

WBM Grading-3 Providing, laying, spreading and compacting stone aggregates of specific sizes (22.4-53 mm) obtained from approved query sukrut to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming type 'B' screening materials to fill up the interstices of coarse aggregate, watering and compacting to the required denstity. as per Technical specification clause.4.7/405(3)

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways,/r.c.c cover using cement content as per design mix, using coarse sand and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design aying at site, spreading and compacting mechanically by using needle and surface vibrators, as per direction of Engineer-in-charge DSR16.43.2

Please Enable Macros to View BoQ information