Widening and Strengthening of Bhinga-Laxmanpur Bazar (ODR) in Ch. 1.700 to 15.100 Under Twarit Arthik Vikas Yojan in Distt. Shrawasti. (Km. 13.400)

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.

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., 5 Km. Cartage earth

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.as per 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 clause 502

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.as per clause 503(i)

Providing and laying dense graded bituminous macadam with higher 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 MoRTH specification clause No. 505 complete in all respects..with Haldawani/Kabrai quarry

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 surface cleaned with mechanical broom.as per clause 503(ii)

Providing and laying bituminous concrete 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 MORTH specification clause No. 507 complete in all respects with Haldawani/Kabrai quarry

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 clause 602 with Haldawani/Kabrai quarry

Interlocking Tiles - Rubber moulded reflective Zig-Zag 80mm. Providing and Laying of Interlocking Concrete Black Pavements having thickness 80mm including fine sand as per drawing and Specification Clause 1504 ,1500 MoRT&H Sepc.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing and laying stone boulder pitching using 25-60kg stone boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specification (MORT&H specification on 2504)

Providing and Fixing of Km Stone Reinforced cement concrete M15 Grade Kilometer stone of standard design as per IRC:8-1980, fixing in posion including painting and printing etc.

Providing and Fixing of Hecto meter, Stone Reinforced cement concrete M15 Grade Kilometer stone of standard design as per IRC:8-1980, fixing in posion including painting and printing etc.

Concrete with 4 cm. (1½") gauge brick ballast, fine local sand of 1.25 fineness modulus and cement in proportion of 8:4:1, in foundations and under floors, including supply of all materials, labour and T&P etc. required for proper completion of the work.(S.I.No-275)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Brick work with 150 class brick and 1:4 cement and coarse sand in foundation and plinth including cost of all labour materias, and T&P etc. required for proper completion of the work as per s.i. no.305 (b)

R.C.C. work 1:2:4 cement and approved coarse sand and 2cm. (3/4") guage approved stone ballast in the proportion 1:2:4 in floors excluding supply of reinfocrement and its bending but including its fixing and binding the same with 24 B.W.G.G,I. binding wire and including necessary shuttring and centring etc. and also including supply of all materials,labour.T&P etc.required for proper completion of work.binding wire to be supplied by the contractor free of cost. S.I.n. 283

Same as above item but in proportion 1:1½:3 (1 cement : 1½ coarse sand : 3 stone grit) As bearing Coat SI. No. 289

Mild steel or iron in plain work such as reinforced cocrete or reinforced brick work (when not wrought to included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of ste

Pointing with cement mortar 1:3 on Brick work in cement mortar i/c etc. complete as per Technical Specification MORTH specification clause No 1300&2200

Plastering with cement mortar 1:4 on Brick work in cement mortar i/c etc. complete as per MORTH specification clause No 1300&2200 Technical Specification SI.No-584

White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 SI.No-672

Providing and laying reinforced cement concrete pipe NP3 600mm 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 works in head walls and parapets Clause 1106.

Providing and laying reinforced cement concrete pipe NP3 900mm 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 works in head walls and parapets Clause 1106.

Providing and laying reinforced cement concrete pipe NP3 1000mm 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 works in head walls and parapets Clause 1106.

Providing and laying reinforced cement concrete pipe NP3 1200mm 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 works in head walls and parapets Clause 1106.

M/s Alok Construction

SHIV CONSTRUCTION

M/s Raj Laxmi Enterprises

Ms Highway Construction co