Construction of B.T Road, Diwader, V-shep Nali And Nala work At Kushwah Market To Lakhmipur kabristan Zone 08 Ward no 18. File No.12/26X3/5.

Scarifying the existing bituminous road surface by mechanical means to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters. 1x300x7 - 2100

Excavation for pipe laying (exceeding 30 cm in depth) including disposal of excavated earth with all lift and lead up to 50 m, disposed earth to be levelled and neatly dressed. All kinds of soils for For DIVIDER - 1x300x0.90x0.30 - 81 For V shape Drain - 1x300x0.60x0.50 - 90 Total - 171

Providing and Laying Cement Concrete Grade M-10 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes For DIVIDER - 1x300x0.90x0.10 - 27 For V shape Drain - 1x300x0.60x0.10 - 18 Total - 45

Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and sections 1500, 1700 & 2200 of the specifications RCC Grade M20. for DIVIDER for DIVIDER 1x300x0.90x0.15 - 40.5 for DIVIDER 2x300x0.15x0.80 - 72 Precast for Existing Nallah - 1x180x1.20x0.15 - 32.4 Total = 144.90

Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and sections 1500, 1700 & 2200 of the specifications RCC Grade M20. For V shape Drain 1x300x0.60x0.10 - 18 For V shape Drain 1x300x0.30x0.10 - 9 Total 27

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications and as per Sections 1600 of the specifications. FE 500 0.50x166.5x7850/100 = 6535 kg = 6.54MT

12 mm cement plaster of mix: 1:6 (1 cement: 6 fine sand) 2x300x0.80 = 480

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2x300x0.80 = 480

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work 2x300x0.80 = 480

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam confirming to provisions of Section 406 of specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub- base/base course on well-prepared surface and compacting with vibratory roller to achieve the desired density 1x300x7x0.15 = 315

Providing and applying Prime Coat with Cationic Bitumen Emulsion (SS1 Garde) on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 Kg/Sqm using mechanical means as per Section 502 of the specifications.1x300x6 = 1800

Providing and applying Tack Coat with cationic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per Section 503 of the specifications. @ 0.40 Kg per Sqm (Non-bituminous surfaces) granular base not primed. 2x300x6 = 3600

Providing and laying Dense Bituminous Macadam with hot mix plant batch using crushed aggregates of specified grading , premixed with bituminous binder, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects and as per Section 505 of the specifications. (As specified, Lime or cement will be used as filler) 2x300x7x0.060 - 252

Providing and laying Bituminous Concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per Section 507 of the specifications. For Grading II (30-45 mm thickness) with VG-30 bitumen @ 5.4% 2x300x7x0.030 = 126

Providing and laying non-pressure NP3 class (Medium duty) cement concrete Hume pipes for service ducts below concrete pavement or other similar work, collar jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand). Size 300 mm dia. meter

Providing Brick masonry in cement mortar 1:3 (1 cement :3 sand) with well burnt chimney bricks (crushing strength not less than 40kg /sqcm and water absorption not more than 15%) in foundation complete excluding pointing and plastering, as per drawing and technical specifications and as per sections 1000, 1300 and 2100 of the specifications.

Providing & fixing of precast reinforced cement concrete manhole cover and frame including cost of transporting at site and all material etc. complete 560 mm dia. Extra heavy duty

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