Work of two lane with paved shoulder from chainage 106-670 to 141-00 of Moradabad-Farrukhabad Road SH-43 in Badaun district

Amount

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m As per MORT&H Specification clause-301 complete in all respect.

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. of MORT&H Specification, Clause 305 complete in all respect.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 As per MORT&H Specification, Clause 305 complete in all respect.

Construction of granular sub-base (Grading -1 Material) 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 specifications. clause 401 complete in all respect.

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORT&H Specification, Clause-406 complete in all respect.

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 MORT&H Specification Clause-601 complete in all respect.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement (PQC: M-35) over a prepared sub base with 43 grade cement 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 MORT&H Specification, section 600,1000,1700 complete in all respect.

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site , laying with 1% OPC cement and 3.5% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. As per MORT&H Specification section-400, relevant IRC code & UPPWD circullars complete in all respect.

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 As per MORT&H Specification Clause-305 complete in all respect.

Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with IRC:SP: 53, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902 As per MORT&H Specification Clause-517 complete in all respect.

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 surface cleaned with mechanical broom.As per MORT&H Specification Clause-503 complete in all respect.

Providing and laying dense graded bituminous macadam (grading-1) with 80-100 TPH capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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 MORT&H Specification Clause-505 / section-500 complete in all respect.

Providing and laying bituminous concrete (Grading-II) with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 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 As per MORT&H Specification Clause-507/ section-500complete in all respect.

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 specification clause 304 complete in all respect.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per MORTH specification clause 304, section 300, 2100 complete in all respect.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and MORT&H sr. no. 12.05 Technical Specifications1300.as per MORTH specification section 1300 complete in all respect.

Supply & laying of compacted 40 mm gauge brick ballast around and below hume pipe complete in all respect, as per MORTH specification section 2900.

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications as per MORTH specification clause 1300& 2200 complete in all respect.

Plain Cement Concrete in Open Foundation complete as per Drawing and as per MORT&H, Technical Specifications section 1000, 1500, 1700 & 2100.

Laying Reinforced cement concrete pipe NP3 /Prestressed concrete pipe on First Class Bedding in single Row as per MORTH specification section 2900

Dev Yash Projects and Infrastructure Pvt. Ltd.

SRS EXPRESS PRIVATE LIMITED

DR Buildestate Private Ltd

M/s Raj Laxmi Enterprises

M/s PBC Infrastructure India Private Limited