Two lane widening work with paved shoulder from chainage 34.000 to 39.900 of Lalganj-Manjhanpur-Mau road (State Highway-171) (With 5 year Maintenance) in District-Pratapgarh

Amount

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. without Cartage of 1 KM

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

Construction of embankment with approved material obtained from Roadway cutting with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Campaction only

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

Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Providing, laying and spreading and compacting graded stone aggregate to wet mix macadem specification inculding Premixing the matreial with water at O.M.C. with in mechnical mix palnt (pag mil) carriage of mixed material by tipper to site. Laying in uniform layer in sub base/base coarse on well prepared sub base and compacting smooth wheel roller of 80-100 KM To achive desired density including, lighting barricating and maintence and diversion as table no. 400.11/ 400.12 and technical specification no. 406

Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and laying dense graded bituminous macadam with higher capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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. 505 complete in all respects.

Providing and applying tack coat with bitumen VG-10 grade using pressure distributor at the rate of 0.20 kg per sqm (dry and huge surface) on the prepared surface cleaned with mechanical broom completely including the cost of all labour, T&P. As per MoRT&h no 503

Providing and laying bituminous concrete with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 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 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 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 MoRTH clause 6.2 & 602

Providing and laying of 80 mm thick I Shaped Machanically compressed inter locking cement concrete pavers block manufactured by high pressure & controlled vibration machine having plan dimension 200x (160+120mm) with minium 5 mm thick topping of D.P. cement mixed with 25% marble powder. The compressive stength of concrete paver blocks shall not be less than 30 MPa0& Kg/no. including cost of all material, labour T&P etc. required for proper completion of work as directed by Engineer - in Charge but excluding GST which shall be paid extra as per rules.

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.

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.

Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC M 20

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.

First class brick work in 1:3 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.

Reinforced Cement Concrete M 25 using batching plant transit mixer & manual pacing as per technical specification

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete Sr no.9.17MorthTech. Spec.2706 & 2200

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition completeSr no.9.17MorthTech. Spec.2706 & 2200

Providing and Laying 40mm. Guage Brick ballast Complete as per S.I. No. 293 in foundation

Supply and Laying of H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc. 1000 mm

Supply and Laying of H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc. 600 mm

Supply and Laying of H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc. 350 mm

Cement Pointing on brick works with 1:3 cement & sand mortor with fine sand as per specification

Plaster over Brick work 20mm thick making coping plate on both side in 1:3 cement & fine sand mortor.

M/S LAL MANI MISHRA THEKEDAR (BID ID -5062304)