Widening and Strengthening of Dhamora Rathonda to Chincholi Road (Length 10.000 K.M.) in District Rampur(including 5 year maintenance cost)

Amount

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 -301(3.11) (including all taxes but excluding G.S.T)

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. (including all taxes but excluding G.S.T)

Construction of embankment with approved material obtained from borrow pits with all lifts and 2 Km. leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (including all taxes but excluding G.S.T)

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 (including all taxes but excluding G.S.T)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401. (i) For Grading I Material (including all taxes but excluding G.S.T)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water of OMC in mechanical mix (Pug Mill), carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (including all taxes but excluding G.S.T)

Providing and applying primer Coat with SS-1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying of primer @ 0.70 kg/sqm using mechanical means. (including all taxes but excluding G.S.T)

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4% 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. (including all taxes but excluding G.S.T)

Providing and applying Tack Coat with Bitumen VG-10 using pressure distributor @ 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. (including all taxes but excluding G.S.T)

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 finisherwith 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. 507complete in all respects. (including all taxes but excluding G.S.T)

Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (including all taxes but excluding G.S.T)

Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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 . (including all taxes but excluding G.S.T)

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (including all taxes but excluding G.S.T)

Excavation for Structures; 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. Ordinary soil (Depth upto 3Mt) (including all taxes but excluding G.S.T)

Sand filling in wells complete as per drawing and clause 1207 of MORT&H Specifications (2001) SI-255 (including all taxes but excluding G.S.T)

Plain Cement Concrete M15 in Open Foundation complete as per Drawing and Technical Specifications. (including all taxes but excluding G.S.T)

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications. (including all taxes but excluding G.S.T)

Reinforced cement concrete-M25 in sub-structure as per drawing and Technical Specification. (including all taxes but excluding G.S.T)

Back filling behind abutment, wing wall and return wall with 40mm Stone ballast. complete as per drawing and technical specifications as per drawings and clause 710.1.4.of IRC:78 & 2200 of MORT&H specifications (2001) (including all taxes but excluding G.S.T)

Plain/Reinforcement Cement concrete complete as per Drawing and MORTH Techincal Specifications. PCC Grade M-15 Using Batching Plant & manual laying. MORT&H specifications (1500,1700,2100) (including all taxes but excluding G.S.T)

Plain/Reinforcement Cement concrete complete as per Drawing and MORTH Techincal Specifications. PCC Grade M-20 Using Batching Plant & manual laying. MORT&H specifications (1500,1700,2100) (including all taxes but excluding G.S.T)

Providing and laying reinforced cement concrete in superstructure as per drawing and MORTH technical specifications Clauses 1500, 1700 and 2100 R.C.C M 25 using batching plant, transit mixer & manual laying. (including all taxes but excluding G.S.T)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. (including all taxes but excluding G.S.T)

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and MORTH technical specifications clause 1301. (including all taxes but excluding G.S.T)

Drainage Spouts complete as per Morth drawing and Technical specification. (including all taxes but excluding G.S.T)

Laying of 1200mm dia HP Spigot and socket spun pipe NP-3 (including all taxes but excluding G.S.T)

Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper complition of the work. saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand. S.I. No.255 of S.O.R. (including all taxes but excluding G.S.T)

M-150 Brick on edge pavement on patries with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. S.I. No. 763 of S.O.R. (including all taxes but excluding G.S.T)

PCC 1:3:6 UB foundation : 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 MORTH technical specifications Clauses 2100 (including all taxes but excluding G.S.T)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. MORTH technical specifications Clauses 1300 (including all taxes but excluding G.S.T)

Providing and laying reinforced cement concrete pipe NP3 1000mm dia for culverts. (including all taxes but excluding G.S.T)

Providing and laying reinforced cement concrete pipe NP3 600mm dia for culverts. (including all taxes but excluding G.S.T)

Pointing with cement mortar (1:3) on brick work in substructure.. Morth specification 1300 & 2200 (including all taxes but excluding G.S.T)

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications. MORTH technical specifications Clauses 1300, 2200 (including all taxes but excluding G.S.T)

Reinforced Cement Concrete-M20 in Foundation complete as per Drawing and Technical Specifications. MORTH technical specifications Clauses 1500, 1700, 2200 (including all taxes but excluding G.S.T)

Part-B Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 35 (Excluding G.S.T.) (I) Maintainance of First Year (@1% of Total Work Amount of S.No. 1 to S.No.35)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 35 (Excluding G.S.T.) (I) Maintainance of Second Year (@1.5% of Total Work Amount of S.No. 1 to S.No.35)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 35 (Excluding G.S.T.) (I) Maintainance of Third Year (@2% of Total Work Amount of S.No. 1 to S.No.35)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 35 (Excluding G.S.T.) (I) Maintainance of Fourth Year (@2.5% of Total Work Amount of S.No. 1 to S.No.35)

Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount 1 to 35 (Excluding G.S.T.) (I) Maintainance of Fifth Year (@3% of Total Work Amount of S.No. 1 to S.No.35)

SRS EXPRESS PRIVATE LIMITED