Widening and strengthening work on the road from NH-2 to Nabalpur Bans Sobha, Banswala, Chirauli, Mahavatpur, Bainai Kala, Awalkheda (ODR)

Scarifying existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lift and leads upto 1000 m as per Technical Specification Clause 305.4.3

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 granular sub-base by providing granular 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. As per MoRT&H clause 401(b).

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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 MoRT&H Specification 406.

Providing & applying Primer Coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spreading primer at the rate of 0.70 Kg./Sqm. Using machanical means. Before Applying prime coat, the surface will be cleaned with Mechanical broom and water will also be sprinkled with water tanker to keep the surface Moist. The Prime coat will be applied 24 hrsbefore the application of bituminous course including all Taxes, Material, Labour, T&P etc required for proper completion of the work.

Providing and laying dense graded bituminous macadam with 60-90 TPH HMP producing an average output of 55 tonnes per hour 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 paver finisher 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 applying tack coat with bitumen VG-10 using Bitumen Pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying bituminous concrete with higher capacity batch type 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

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve 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.

Construction of Embankment 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

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

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, remocal of stumps and other deleterious matter, dressing of sides nd bottom and backfilling with approved material SI No. 12.1 (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Providing and laying cement concrete in 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per DSR 6.1.1 (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Laying and fixing of N.P.-3 350mm dia Hume pipe in proper position as directed by E/I including cartage of pipes/collars upto 30m distance (labour only) excluding cost of pipes/collars. (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Pointing on brick work with cement mortar 1:3 (1Cement : 3 Coarse Sand) (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

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. (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

RCC M-20 work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth level : Ch-5 SI No- 5.1.2 (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Weep Holes (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

12mm Cement plaster with cement mortar in proportion of 1:3 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. (Including Supply of Material, Labour and T&P work complete as per direction of E-in-C. Including all taxes but excluding GST.)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture 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.

Maintainance of First Year (@ 0.00% of Total Work Amount of 1 to 21)

Maintainance of Second Year (@0.25% of Total Work Amount of 1 to 21)

Maintainance of Third Year (@0.50% of Total Work Amount of 1 to 21)

Maintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 21)

Maintainance of Fifth Year (@1% of Total Work Amount of 1 to 21)