Widening and Strengthening of Gajraula Bypass road (ODR)

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 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c 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 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

Construction of granular sub-base by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with Vibratory roller to achieve the desired density, complete as per clause 401 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

Providing, laying, spreading and compacting stone aggregates of specific sizes (Grading-3) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

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 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with IRC:SP: 53, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

Providing and applying Tack coat with VG-10 Bitumen over Bituminous surface at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic ar per Technical Specification Clause 503 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 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 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 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

Providing and laying bituminous concrete with 100-120 TPH batch type TPH producing an average output of 75 Tonnes per hour using crust aggregates of specified grading, premixed with bituminous binder @ 5.40 % of mix and filler, transporting the hot mix to work site, laying with a hydro static pavour finisher with sensor control to the required grade, level and alingement, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification Clause No. 509 complete in all respects (509) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

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 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

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 table 300-2 but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

Concrete with 4cm Gauge stone ballast coarse sand of 1.25 F.M and cement in proportion of 8:4:1 in foundation and under floors (SI. No. 281) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

R.C.C. Work with cement approved coarse sand and 2cm. gauge approved stone grit in proportion of 1:2:4 in lintels of doors, windows and sunshades excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. Binding wire of supplied by the contractor free of cost including making of drip coarse. (SI No. 283) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

Mild steel or TMT Bars(Fe-500D grade or higher) or HYSD Bars or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel. (SI No. 504) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-in-charge with in a distance of 60 meter (200 feet) but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

Supply & Fixing 80 mm thick Precast cement concrete I-Shape interlocking paver block a with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. cement, Smooth high gloss finish, skid reditant. manufactured from rubber moulds through vibro-compression machanism. The compressive strength of concrere paver block shall not be less than 30MPA (M-30) and wight 5kg per no confirming to IS; 15658-2006 with a 4 cm thick layer of fine sand including cost of material,labour, T & P TAXES etc requried for proper completion of the work as directed by Enginner- in-charge but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

Laying and compacting dry O.B.B. 40mm. Gauge in foundation in layers of not more than 15cm, thickness including local sand, in ratio 2:1 as per direction of the Engineer-in-Charge including cost of all materials, labour T&P etc. required and including watering & ramming for proper completion of work but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

M-150 brick work in 1:3 (one cement and three coarse sand) in foundation and plinth including supply of all meterials, labour and T&P etc. required for proper completion of work but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

12mm. Thick plaster with one part of cement and two part of approved coarse sand including supply of all materials labour and completion of work.Including making of groove in plaster surface but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

Supply and Laying of 600mm dia NP3 Hume Pipe but including all material, labour, cess, T&P, machinery, and all taxes etc. complete as per direction by E-I/c but excluding G.S.T.

M/S M.A. ASSOCIATES