WIDENING AND STRENGTHENING OF MAHNDAWAL LOHARSAN ROAD KM-4(SAMDA CHAURAHA) TO PRATAPPUR PARMASHUKLA HOTE HUE LEHAWA NINDHURI RAJEDEEHA (ODR) ROAD CH-0.00 TO 11.500 IN DISTRICT-SANTKABIR NAGAR

Amount

Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. .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 MORTH Sr. No. 3.06 & Technical Specification Clause 301 Complete in all respects as Per direction of Ergineer-In-Charge..

Construction of Embankment with Material obtained from Borrowpits 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 As Per MORT&H Specitication Clause No 300-2 Complete in all respects as Per direction of Ergineer-In-Charge

Construction of Embankment with Material obtained from Borrowpits 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 As Per MORT&H Specitication Clause No 300-2 Complete in all respects as Per direction of Ergineer-In-Charge

Granular Sub Base (Grade-1):- 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, as per clause 401 of MORT&H Specification.Complete in all respects as Per direction of Ergineer-In-Charge.

Wet Mix Macadam (Plant Mix Method) 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 Conforming to As Per MORT&H Specitication Clause No 406 Complete in all respects as Per direction of Ergineer-In-Charge..

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. as per Techinical specfication Clause 502 (Including all taxes required & including Cost of bitumen emulsion) Complete in all respects as Per direction of Ergineer-In-Charge..

WMM with 1% OPC cement and 3.5% Emulsion 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. with 1% cement and 3.5% Bitumen Emlusion. Grade SS2 Complete in all respects as Per direction of Ergineer-In-Charge.

Tack Coat for D.B.M.:- Providing and applying tack coat with bitumen VG-10 using bitumen boiler and bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As Per MORT&H Specitication Clause No 503 Complete in all respects as Per direction of Ergineer-In-Charge.

Dense graded bituminous macadam(grade-II) :- Providing and laying dense graded bituminous macadam with higher capacity 100-120 TPH Capacity using crushed aggregates of specified grading, premixed with bituminous binder @ 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 MORT&H Specitication Clause No 505 Complete in all respects as Per direction of Ergineer-In-Charge.

Tack Coat for B.C.:- Providing and applying tack coat with bitumen VG-10 using bitumen boiler and bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. As Per MORT&H Specitication Clause No 503 Complete in all respects as Per direction of Ergineer-In-Charge.

Bituminous concrete(Grade-II) :- Providing and laying bituminous concrete with 100-120 TPH capacity 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 MORT&H Specitication Clause No 507 Complete in all respects as Per direction of Ergineer-In-Charge.

Cement Concrete Pavement M 35 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade OPC 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 Sr. No. 6.02 & Technical Specification Clause 602

Earth work in cutting or filling in pattri in ordinary soil (Loam, Clay or Sand) excavation to be in the form of pit not exceeding 50cm in depth and embankment to be 20cm layers including the spreading grading to required levels slopes and compacted to meet requirement of table 300.2 and also including 1.50 m lift and 30.0m lead. The earth from cutting to be used in making embankment or to be deposited as spoil bank within 30.0 mtr distance as directed by the Engineer in charge including Royalty @ Rs.14.00 per Cum and mechnicaly compaction. Complete in all respects as Per direction of Ergineer-In-Charge

Excavation of foundation in ordinary soil (Loam, Clay, or Sand) including 1.5 m lift and lead upto 30 m and including filling watering and ramming of excavated earth into the trench or into the space between the building and the sides of the foundation or as per direction of E/I. Complete in all respects as Per direction of Ergineer-In-Charge

C.C. with 40 mm gauge Stone ballast, sand of 1.25 FM & Cement in the proportion of 6:3:1 including supply of all materials labour T&P etc. complete required for proper completion of the work as per S.I. No. 280 Complete in all respects as Per direction of Ergineer-In-Charge

Supply of NP - 3 Class 1000 mm Dia RCC Hume pipe. (4550+4550*15% Cartage) Complete in all respects as Per direction of Ergineer-In-Charge

Laying and jointing R.C.C hume pipe dia 1000mm ang giving proper slope & alignment as required for proper completion of work. Complete in all respects as Per direction of Ergineer-In-Charge

Class 150 A Bricks in 1:4 Cement & Course sand of 1.25 FM Mortar in foundation and plinth including all materials labour T&P etc. complete as per required for proper completion of the work as per S.I. No. 305. Complete in all respects as Per direction of Ergineer-In-Charge

Struck pointing with 1:2 cement & F/sand mortar on bricks work I/C raking the joints washing & cleaning and supply of all material labour T&P etc. complete as per required for proper completion of the work as per S.I. No. 574. Complete in all respects as Per direction of Ergineer-In-Charge

M/s VIJENDRA PRATAP SINGH

M/S R.K.TRADERS

P P P ANDEY INFRASTRUCTURE PRIVATE LIMITED