W/S of Khanwari Alapur Sirathu Dhata Marg Ch. 13.780 (Lehdari Ghat) to 28.930 (Saini) (SH-174) with 2 Lane Paved Shoulder.

Amount

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

Construction of embankment with approved material obtained from borrow pits 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 in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. 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 and lead upto 1000m

Construction of Embankment with Material Deposited from Roadway cuttingConstruction 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. (MORT&H 305, 3.17)

Construction of subgrade & erthen soulder 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

Granular Sub-Base with Graded Material (Table:- 400-1)By Mix in Place MethodConstruction 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 MacadamProviding, laying, spreading and compacting graded stone aggregate (45 mm to 22.4 mm@ 30 per cent, 22.4 mm to 2.36 mm @ 40 per cent , 2.36 mm to 75 micron@ 30 per cent) of Bhatarkoop/ Kabarai Quarry 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.

Wet Mix Macadam (Stabilization with emulsion and cement )Providing, laying, spreading and compacting graded stone aggregate (45 mm to 22.4 mm@ 30 per cent, 22.4 mm to 2.36 mm @ 40 per cent , 2.36 mm to 75 micron@ 30 per cent) to (Stabilization with emulsion 3.5% and cement 1% ) 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.

Tack Coat on Bituminous Surface Providing and applying tack coat with bitumen VG-10 Grade using Bitumen pressure distributor @ 0.25 kg per sqm on the prepared granular surfaces (over bituminous surface) & cleaned with broom as per Technical Specification Clause 503.

Tack Coat on Bituminous Surface Providing and applying tack coat with bitumen VG-10 Grade using Bitumen pressure distributor @ 0.20 kg per sqm on the prepared granular surfaces (over bituminous surface) & cleaned with broom as per Technical Specification Clause 503.

Providing and laying dense graded bituminous macadam with Hire Capcity 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.

Bituminous ConcreteProviding and laying bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour 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

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.

P C C grade M 15 (1:3:6) Providing concrete for plain/rainforced concrete in open foundations complete as per drawings and Mord specification Clauses 802,803,1202,1203

RCC Grade M15 using batching plant transit mixer & manual placing

RCC Grade M20 using batching plant transit mixer & manual placing

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Brick work M-150 Masionry work in cement mortor 1:3 in foundation complete

Pointing with cement mortor (1:3) on brickwork/ C R Stone masonry as per drawing and Technical specification Clause 613.3 and 1204

Providing and laying RCC Hume pipe NP-3 prestressed concrete pipe for culverts on first class bedding in single row including fixing collar with cement mortar 1:2. of 900mm dia.

Providing and laying RCC Hume pipe NP-3 prestressed concrete pipe for culverts on first class bedding in single row including fixing collar with cement mortar 1:2. of 450mm dia.

Providing and laying RCC Hume pipe NP-3 prestressed concrete pipe for culverts on first class bedding in single row including fixing collar with cement mortar 1:2. of 600mm dia.

M-25 Reinforced Cement Concrete in box culvert complete as per Drawing and Technical Specification

Plasterring with Cement morter (1:3) on brick work in substructure as per Technical Specifications.

Providing and laying filter material underneath pitching in slops using 40 mm avg. size over burnt brick balast complete as per drawing and technical specification

Providing and laying Stone Boulder Pitching using 25-60 kg stone boulder on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specification.

M/s S S Associates, Alld (BID ID -5056548)

M/S SURYANSH INFRA DEVELOPERS PVT LTD (BID ID -5045404)

Ms Highway Construction co (BID ID -5053785)

SRS EXPRESS PRIVATE LIMITED (BID ID -5055977)