WIDENING AND STRENGTHENING OF BANSI NANDAUR (BELAUHA) TO AKARI NANKAR ROAD (ODR) ROAD (PURVA NAME-MEHDAWAL ME RAJEDEEHA TO DHARAMSHINGHWA) (BARGADWA ANSARI) NAGAR PANCHAYAT TAK ROAD)

Amount

Part-A (Road work) 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 Specitication Clause No 301 Complete in all respects as Per direction of Ergineer-In-Charge.

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 As Per MORT&H Specitication Clause No 300.2 Complete in all respects as Per direction of Ergineer-In-Charge.

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 :- 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..

Emulsion Treated aggregate(ETA) :- 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.

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.

Plain cement concrete pavement :- 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 SI. No. 1500(6.4) SOR PWD. Complete in all respects as Per direction of Ergineer-In-Charge.

Earth work in Patari :- Construction of patari on both side of road 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. with lead. As Per MORT&H Specitication Clause No 305 Complete in all respects as Per direction of Ergineer-In-Charge.

Construction of Subgrade and Earthen Shoulders Cartage earth 2 Km 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 Specitication Sr. No 3.18 & Clause No 305 Complete in all respects as Per direction of Ergineer-In-Charge.

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 , backfilling the excavation earth to the extent required and utilising the remaining earth locally for road road with approved material. As Per MORT&H Specitication Sr. No 3.13 & Clause No 304 Complete in all respects as Per direction of Ergineer-In-Charge.

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 MORT&H Specitication Clause No 1200, 12.4 Complete in all respects as Per direction of Ergineer-In-Charge.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification Complete in all respects as Per direction of Ergineer-In-Charge.

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. As Per MORT&H Specitication Sr. No 14.2 & Clause No 1600 Complete in all respects as Per direction of Ergineer-In-Charge.

Construction of 600 mm Dia/1000 mm Dia RCC Hume pipe Culvert. 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 SI. No. 251 SOR PWD.

Cement Concrete with 4cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 6:3:1 including supply of all materials labour and tools and plants etc. required for proper completion for the work. As per SI No-280 PWD

M-150 Sub Class(A) brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants. etc. required for proper completion of work. As per SI No-307 PWD

M-150 Sub Class(A) brick work in 1:3 cement and coarse sand mortar in super structure including supply of all materials, labour and tools and plants. etc. required for proper completion of work.

Supply of NP - 3 Class RCC Hume pipe. for proper completion of work. 600 mm Dia

900 mm Dia

1000 mm Dia

Laying and jointing R.C.C hume pipe ang giving proper slope & alignment as required for proper completion of work.600 mm Dia

900 mm Dia

1000 mm Dia

M/ S A P SHUKLA AND COMPANY

M/S GOVIND MADHAV

M/S G S COATINGS

M/S R.K.TRADERS

MAHENDRA SINGH

M/S Prabha Construction Co