Widening and Strengthing of Sitapur-Gola-Aliganj-Bijuwa road (S.H.-135) Ch.-80.550 to 96.200.

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

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.

Excavation for roadwork in soil with hydraulic excavator 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.

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.

Construction of granular sub-base by providing close graded 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

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.

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam (1% OPC Cement + 3.5% Emulsion Plant Mix Method)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 Finisher in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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

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 surface cleaned with mechanical broom.

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 @ 4.5 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 laying bituminous concrete with higher capacity batch type 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

Dismantling Brick / Tile work/ rubble masonary/ pitching/ etc by mechanical means

Relaying of Brick soiling with straight brick laid on edge and dry including prepration of subgrade to prescribed camber and including supply of bricks filling joints with local earth spreading blinding coats 1 cm deep of local earth the entir surface (Only Labour Rate)

Relaying of Interlocking Tiles of Thickness 60 to 80 mm including leveling and dressing of surface to required level and slope filling joints with local sand including the cast of labour T&P but excluding the cast of all Materials (Only Labour Rate)

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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

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.

Plain/Reinforced Cement Concrete M15 in Open Foundation complete as per Drawing and Technical Specifications.

Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding . (1000 mm Dia Hume Pipe)

Brick Masonry Work in Cement Mortar 1 cement :3 Coarse sand in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Plastering with cement : Coarse sand mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

Pointing with cement : Coarse sand mortar (1:3 ) on brick work in substructure as per Technical Specifications

5th kilometre stone (precast) km 85 , 90 , 95

Ordinary kilometer stone (precast) 81 to84, 86 to 89, 91 to 94, 96 &97

Hectometer stone (precast)

M/S RAJ CONSTRUCTION (BID ID -4805594)

M/S SOBTI INFRATECH LIMITED (BID ID -4809397)

SHARMA CONSTRUCTION PROJECT PVT LTD (BID ID -4807765)

SHAKUNTALA SINGH (BID ID -4808875)

M/S HINDUSTAN CONSTRUCTION (BID ID -4807497)

A K ENGINEERING WORKS (BID ID -4806777)

M/s Raj Laxmi Enterprises (BID ID -4809418)