Widening and Strengthing of Bilraiyan-Panwari road (S.H.-21) Km.-20 to 27 and 36(800) to 38 in District-Lakhimpur-Kheri.

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. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Construction of subgrade with approved material obtained from borrowpits with all lifts and leads, spreading, grading to required slope and compected to meet requirement of table 300-2. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Earthwork 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, brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Construction of subgrade with available earth and Compaction of exavated available earth. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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 Specification Clause 401. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (1% OPC Cement + 3.50% Emulsion) For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. By Carted Earth work. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Providing and laying dense graded bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder as per job mix , 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 MoRT & H Specifications Clause 507 complete in all respects. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared surface cleaned with hydraulic broom . For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Providing and laying bituminious concrete with 100 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job mix, 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 MoRT & H Specifications Clause 509 complete in all respects. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

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. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

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. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

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. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Laying reinforced cement concrement 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 CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Laying reinforced cement concrement 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. 600 mm dia Np-3. For CD-3 KM.-20 to 27

Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 & 1204. For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Providing and laying cement concrete M 20 grade in superstructure as per drawing and technical specification Clauses 800, 1205.4 and 1205.5 For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 For CD-3 KM.-20 to 27

For CD-1 Km.-36(800) to 38

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. For CD-1 Km.-36(800) to 38

Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204. For CD-1 Km.-36(800) to 38

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. For CD-1 Km.-36(800) to 38

RCC Grade M30 (Super structure) Furnishing and placing reintforced cement concrement in super structure as per drawing and Technical Specifications. For CD-1 Km.-36(800) to 38

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 . For CD-1 Km.-36(800) to 38

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302. For CD-1 Km.-36(800) to 38

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. For CD-1 Km.-36(800) to 38

Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete. For CD-1 Km.-36(800) to 38

Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete. For CD-1 Km.-36(800) to 38

M/s PBC Infrastructure India Private Limited