Widening and Strengthening of Nigohi Khudaganj Road (ODR) In Distt Shahjahanpur Fin Year 2023-24

Amount

Scarifying existing bituminous road surface to a depth of 50 mm and disposal of scraified material within all lifts and lead upto 1000 metres.

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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

Construction of Embankment with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compacted to meet requirement of table 300-2, MORT&H Specification-305. (For Carted Earth upto 2.0 Km).

Construction of Subgrade and Earthen Shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compacted to meet requirement of table 300-2, MORT&H Specification-305. (For Carted Earth upto 2.0 Km).

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 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mannual means. (For DBM)

Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom .(For BC)

Providing and laying of dense graded bituminous macadam with HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 grade @ 4.00% as per job mix, 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 Specifications Clause 507 complete in all respects. ( Grade -I )

Providing and laying bituminious concrete with 100-120 batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% as per job 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 Specifications Clause 509 complete in all respects.

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 tabe 600-1, cement content not to be less than 150 g/cum, optimum moisture content to be determined during trial length construction, concrete strength not to less than 10 Mpa at 7 days, mixing in a batching pant, transport to site,laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing.

M-35 Construction of un-reinforced,dowel jointed, plain cement concrete pavement over a sub base with 43 grade cement @ 400 kg/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 opration including provision of constraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealent primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing (also including cost of cement, sand, grit, 32 mm M.S dowel bars, 16 mm deformed steel tie bars, temperature bar, joint sealent, pre-mould joint filler, sealent primer, 1.25 mm thick plastic sheet, curing compound, super plasticizer admixture etc.) and as per direction fo E/I As per Ref to MoRTH specifications 602 Sr.No 6.2

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres

Earth work in excavation of foundation of structures ie drain, HP/RCC culvert, Retaining wall etc 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.

Sand Filling in Foundation in RCC culvert Trenches as per Drawing & Technical Specification. Sr. 12.3 & MORT&H Spe. 304

Plain cement concrete 1:3:6 nominal mix in foundation ie drain, HP/RCC culvert, Retaining wall etc with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Brick masonry work in 1:3 cement mortar in Sub Structure ie HP/RCC culvert, Retaining wall etc complete excluding pointing and plastering as per drawing and technical specification.

Providing and laying reinforced cement concrete in superstructure Slab etc complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(RCC M-25)

Providing and laying reinforced cement concrete in Sbstructure/superstructurein Drain etc complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(RCC M-20)

Providing and laying reinforced cement concrete in superstructure ie HP/RCC culvert, Retaining wall etc complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(M-15)

Supplying fitting and placing HYSD bar reinforcement in superstructure ie drain, RCC culvert etc complete as per drawing and Technical Specifications.

Pointing with cement mortar (1:3) on brick work in sub structure ie HP/RCC culvert, Retaining wall etc as per drawing and technical specification Clauses 613.3 & 1204.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. Sr. 13.8 & MORT&H Spe. 2706 & 2200

Providing/Laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry, but 1000 mm dia

Providing/Laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry, but 900 mm dia

Providing/Laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry, but 600 mm dia

Providing and laying Bricks Ballast 40 mm gauge Filter Material underneath Pithing in Slope, behind abutment, wing wall & return wall complete as per drawing & technical specification.

Providing and laying Boulder Pitching on slopes/bed laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

Plastering with cement mortar (1:4) on brick work as per drawing and technical specification Clauses 613.4 and 1204. in Retaning Wall.

Relaying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapetsFor 1000 mm Dia HP

Relaying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets For 900 mm dia HP

Fixing Km stone, 5th Km stone, Hectometer stone etc complete. Miscellanious work as lattering and painting on Km, Hectometer stones and culvert provision.etc. as per E/I.(Km stone 1 No, Hm Stone 4 No and 5th Km stone As per Required)

SHARMA CONSTRUCTION PROJECT PVT LTD

M/S AJAY PRAKASH ASSOCIATES

M/S SHIVA ASSOCIATES