1-Wideing and strengthening work on Delhi Nitipass Road Khatuli Portion to Khatuli Kadli Phalawda road under NABARD Yogna in Distt Muzaffarnagar

Amount

Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. As per MORTH's specification clause 305.4.3

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. As per MORTH's specification clause 305

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete As per MORTH's specification clause 401.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification 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. As per MORTH's specification clause 406

Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORTH's specification clause 502

Providing, laying, spreading and compacting stabilized graded stone aggregate to wet mix macadam specification after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC and 3.5% Emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH's specification clause 406

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.As per MORTH's specification clause 601

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. As per MORTH's specification clause 602

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As per MORTH's specification clause 503

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. As per MORTH's specification clause 503

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Carted Earth 4.00 Km Lead)

Excavation in foundation in trenches in ordinary soil.Item No. 251

Cement concrete 1:3:6 in foundation with cement, coarse sand & 20mm gauge stone ballast.Item No. 279(b)

Providing and laying reinforced cement concrete RCC Hume pipe NP3 (S&S Type) (350 mm Dia) for culverts. SOR New Item

Providing and laying reinforced cement concrete RCC Hume pipe NP3 (S&S Type) (600 mm Dia) for culverts. SOR New Item

Providing and laying reinforced cement concrete RCC Hume pipe NP3 (S&S Type) (1000 mm Dia) for culverts. SOR New Item

M-150 class brick work in 1:3 cement and coarse sand mortor in foundation and plinth. Including all material and T&P ets. Item No. 307

12mm thick Plastering with cement and approved coars sand mortar (1:3) on brick work in as per Technical Specifications.(S.I. No 582a)

Struck Pointing with cement mortar (1:2) on brick work in as per Technical Specifications.Item No. 574.

Cement Concrete with 4cm gauge stone ballast, coarse sand and Cement in proportion of 1:4:8 in foundation. (S.I. No. 281)

R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:2:4 in 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 supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra..S.I.No 283

M.S. (tor steel or plain) work such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend hooks and authorised overlaping shall be measured and including cost of binding wire (S.I. No. 504)

raghuvanshi construction

Dev Yash Projects and Infrastructure Pvt. Ltd.

M/S DS CONSTRUCTION

LOHIYA DEVELOPERS

M/S SHANTI ASSOCIATES

M/S CHAUDHARY ASSOCIATES