Widening and Strengthening of Mohammadpur Sidhour Kaiserganj Road (ODR) in Km 10(500) to 18(900) in District Barabanki under Rajya Yojna (Samanya)

Amount

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 as per MORT&H No. 301.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MORT&H No. 305.(Local Earth)

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of table 300-2. as per MORT&H No. 305.(CartedEarth of 1 km.)

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 Grade -I by providing Close 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 vibratory roller to achieve the desired density, complete as per MORT&H 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 as per MORT&H clause 406.

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 bituminous/granular surface cleaned with mechanical broom as per MORT&H clause 503.

Providing, laying, spreading and compacting graded stone aggregate of approved quarry to wet mix macadam after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% cement and 3.5% Emulsion in uniform single layer with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH clause 406 (ETA)

Providing and laying bituminous concrete (GRADE-II)with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour 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. 509.

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 as per MORT&H clause 304.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC Grade M 20) as per MORT&H clause 1500, 1700, 2100.

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses as per MORT&H clause 1600

Providing and laying Cement concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone ballast 40 mm. nominal size) including supply of all materials. Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors.

Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical speficiations as per MORT&H clause 1300

Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.(RCC M-25) as per MORT&H clause 1500, 1700, 2100.

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification as per MORT&H clause 1300 & 2200

Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by Engineer-in-charge with in a distance of 60 mt. (200 feet) (exisiting parapet)

Supply of 2.50 meter long NP-3 R.C.C. 1000mm dia H.P. including cost of carriage loading, unloading, stacking at site all taxes etc. as per direction of E/I.

M/S ANMOL ASSOCIATES

M/S SRI BHAWAN

M/s Raj Laxmi Enterprises

M/s PSP Construction