Widening and Strengthing of Motipur Tikoniya Kodiyala Ghat Khairatiya Bandha road (O.D.R.) Km.-1 to 11(400) (Total Length-10.400 Km.) in District-Lakhimpur-Kheri.

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.

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

Construction of Embankment with Material obtained from Borrowpits 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.

Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

Excavation in Soil using Hydraulic Excavator 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.

By Mix in Place Method 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

Wet Mix Macadam 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 and applying primer coat with SS1 grade 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.

Providing and applying tack coat with bitumen VG-10 using emulsion 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 @ 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 @ 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 Subgrade and Earthen Shoulders (For Carted Earth) 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 Laying of interlocking concrete block pavements having thickness 80 mm as per drawing and technical sxpecifications clause 1504 of MORD Specifications. Excluding Interlocking cost.

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material.

Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete.

Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete.

Plain cement concrete 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203.

Laying reinforced cement concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works,back filling,concrete and masonary works in head walls and parapets. 1000 mm dia Np-3. (For causeway)

Supply & Laying 1000 mm dia Np-3. R.C.C. Hume Pipe Two row including fixing collerwith cement motar 1:2 but excluding excavation, protection works,back filling,concrete and masonary works in head walls and parapets. (For HPC)

Supply & Laying 600 mm dia Np-3. R.C.C. Hume Pipe Two row including fixing collerwith cement motar 1:2 but excluding excavation, protection works,back filling,concrete and masonary works in head walls and parapets. (For HPC)

Supply & Laying 350 mm dia Np-3. R.C.C. Hume Pipe Single row including fixing collerwith cement motar 1:2 but excluding excavation, protection works,back filling,concrete and masonary works in head walls and parapets. (For HPC)

Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 & 1204.

Providing and laying cement concrete M 20 grade in superstructure as per drawing and technical specification Clauses 800, 1205.4 and 1205.5

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202

Colour washing one coat useing approved colouring material as directed by the E/I including the supply of all material labour & T&P etc. required for proper completion of the work.Same as in item ( 674) above but two coats As per SI No 674+675

Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204.

Sand filling in plingth including supply of necessary quantity of sand from a distance not exceeding 8 km. (5 miles) from the site of work and including watering, dressing etc. Rate to include cost of all materials. Labour and T&P etc required for proper completion of the work.

RCC Grade M30 (Super structure) Furnishing and placing reintforced cement concrement in super structure as per drawing and Technical Specifications.

Construction of Shoulder with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 .

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302.

Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades.

Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Type-B

Cement Concrete in foundation with 1 : 4 : 8 cement coarse sand and 40 mm. stone ballast supply of all material, labour and T&P etc required for proper completion of work. As per Ref to DAR 4.1.8.

SHAKUNTALA SINGH (BID ID -5060562)

M/S ASSOCIATE BUILDERS AND TRADERS (BID ID -5062213)

M/s Raj Laxmi Enterprises (BID ID -5063379)

HINDUSTAN STEELS (BID ID -5063433)

PBC INFRASTRUCTURE INDIA PVT LTD (BID ID -5064608)

rohit construction company (BID ID -5063666)