Widending and Strenghtning work of Radhakund Bypass road (ODR) in District Mathura Change-0.000 to 10.400

Amount

Cleaning Jungles including uprooting of trunk vegetation grass, bushes, wood trees and sapling of girth upto 30cm measured at a height of 1 meter above ground level and removal of rubbish upto a distance of 50 meters out side the periphery of area cleared. As per S.I No. 259.

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. As per MORT&H Specification No. 301 (3.6).

Construction of embankment with approved material obtained from borrow pits all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MoRT&H clause 305 (3.16) & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work. (Carted Earth)

Providing, laying spreading & compacting of granular sub-base by providing Coarse graded (Gr-1) materials of approved quarry, spreading in uniform layers with Motor Grader on prepared surface on prepared surface, mixing by mix in placed method with Rotovator at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per clause 401 & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work.

Providing, laying, Spreading & Compacting graded stone aggregate of approved quarry to wet mix macadam (WMM) specification including premixing the material with water at O.M.C. in machenical mix plant carriege of mixed material by tipper to site, lating in uniform layers with paver in sub-base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per MORT&H clause 406 & as directed by Engineer Incharge including all machinery charges & including all labour, T&P etc required for proper completion of the work.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (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 3.50% emulsion in Uniform single layer on sub base/subgrade and compacting with the road roller to achieve th desire density.

Providing & applying Tack Coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20Kg./Sqm. on the prepared primed granular/old painted surface, cleaned with air compressor, including all Taxes, Material, Labour, T&P etc required for proper completion of the work. (For Bitumenous Surface).

Providing and laying bituminous concrete with 100~120 TPH hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% 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

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. As per S.I. No. 4.1.8

Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. As per S.I. No. 6.1.1

Supply & laying of Granular Material (6.7 mm guage stone grit) in bedding Complete as dwawing and technical specification.

Flush Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 coarse sand) :Raised and cut pointing. As per S.I. No 13.31.2

12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. As per S.I. No. 13.4.1

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors. As per S.I. No. 4.1.3

Supply and laying & fixing of 350mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.

Supply and laying & fixing of 600mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.

Supply and laying & fixing of 1000mm dia NP-3 Hume Pipe in proper alignment, joint filling and slopes etc. Complete as dwawing and technical specification.

Maintenance Charge including @ Earth Work, repair of painted surface,(Bituminous) Earth Work on patri, Drain, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. including royalty on materials. GST shall be paid extra as applicable at the time of payment.

Maintenance of First Year (@ 0.00% of Total Work Amount of 1 to 17)

Maintenance of Second Year (@0.25% of Total Work Amount of 1 to 17)

Maintenance of Third Year (@0.50% of Total Work Amount of 1 to 17)

Maintenance of Fourth Year (@0.75% of Total Work Amount of 1 to 17)

Maintenance of Fifth Year (@1% of Total Work Amount of 1 to 17)

M/s R L A Constructions (BID ID -5046093)

M/S R P INFRAVENTURE PRIVATE LIMITED (BID ID -5057998)

Srsc Infra Private Limited (BID ID -5053660)

M/S ANMOL ASSOCIATES (BID ID -5057821)

MAA Aadi Shakti Infrabuild India Pvt. Ltd. (BID ID -5058113)