Widening and Strengthening of Methi Chauraha to Kyoladia Block Bhadpura Road Veerpur Bhadpura Nakti Narayanpur Road Ch. 0.500 to 5.000 and Nakti Narayanpur Kyoladiya Madhungala Sannaur Road Ch. 0.000 to 5.500 in Distt. Bareilly Length 10.00 km

Amount

Excavation for road work 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 1000 m. as per MORT&H item S.No. 3.6 and MORT&H specification clause 301.

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 as per MORT&H item S.No. 3.16 and MORT&H specification clause 305.

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. Carted from 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 as per MORT&H item S.No. 3.17 and MORT&H specification clause 305.

Granular Sub-Base with coarse Graded material (Table 400-2) Construction of granular sub-base by providing coarse graded material (Grading-I), 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 as per MORT&H item S.No. 4.2 and MORT&H specification clause 401.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. as per MORT&H item S.No. 4.12 and MORT&H specification clause 406.

Providing, laying, spreading and compacting graded stone aggregate to cement and emulsion stabilized wet mix macadam specifications including premixing the material with 1% OPC cement and 3.5% Emulsion and 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 a well prepared surface and compacting with vibratory-roller to achieve the desired density as per MORT&H item S.No. 4.12 and MORT&H specification clause 406.

Providing and laying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 Kg. Per sqm on the prepared bitumenous/granular surface cleaned with mechanical broom as per MORT&H item S.No. 5.2 and MORT&H specification clause 503.

Providing and laying bituminous concrete with hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading (Grading-II), premixed with bituminous binder VG-30 @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydristatic 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 item S.No. 5.8 and MORT&H specification clause 509 complete in all respect.

Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 as per MORT&H item S.No. 3.18 and MORT&H specification clause 305.

Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 as per MORT&H item S.No. 3.18 and MORT&H specification clause 305.Carted from 1.00 KM

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 item S.No. 3.13 i (B) and MORT&H specification clause 304, by Mechanical Means.

Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as per MORT&H item S.No. 9.1 and MORT&H specification clause 408

Brick masonry work in 1:3 in foundation and sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications as per MORT&H item S.No. 12.5 and MORT&H specification clause 1300

Plain/Reinforced Cement Concrete (Grade M-20) in Open Foundation complete as per Drawing and Technical Specifications as per MORT&H item S.No. 12.8 (C) case i and MORT&H specification clause 1500, 1700 & 2100, using concrete mixture

Plastering with cement mortar (1:3), on brickwork in substructure as per MORT&H item S.No. 13.3 and MORT&H specification clause 1300 & 2200

Pointing with cement mortar (1:3 ) on brick work in substructure as per MORT&H item S.No. 13.2 and MORT&H specification clause 1300 & 2200

Providing and laying reinforced cement concrete pipe 1000 mm dia RCC NP3 HUME PIPE for culverts as per PWD Bareilly Circle, Bareilly SOR non schedule item no. 5+5(a) as per directionn of E/I.

Providing and laying reinforced cement concrete pipe 600 mm dia RCC NP3 HUME PIPE for culverts as per PWD Bareilly Circle, Bareilly SOR non schedule item no. 5+5(a) as per directionn of E/I.

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications as per MORT&H item S.No. 13.8 and MORT&H specification clause 2706 & 2200

Plain/Reinforced Cement Concrete (Grade M-20) in substructure complete as per Drawing and Technical Specifications as per MORT&H item S.No. 13.5 (E) case i and MORT&H specification clause 1500, 1700 & 2200, using concrete mixture.(in bed blocks and slab)

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement @ .075 MT/Cum, complete as per drawing and Technical Specifications as per MORT&H item S.No. 14.4 and MORT&H specification clause 2702

Supplying fitting and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specifications as per MORT&H item S.No. 14.2 and MORT&H specification clause 1600

Bricks Ballast 40 mm gauge filling behind abutment, wing wall & return wall complete as per drawing & technical specification as per MORT&H item S.No. 13.9 and MORT&H specification clause 710.1.4 of IRC:78 & 2200

Providing cost of dewatering including cost of boaring, laying of 4" dia P.V.C. Pipe, Hire charges of 7.50 K.V. Deisal pumping Set, Hire Charges of P.V.C. pipe & cost of 4" dia plastic pipe for disposal of water as required distance also including wages of repairing leakage during operation with hire charges of tractor including loading and unloading of pumping set. (SOR non schedule item no. A

M/s Raj Laxmi Enterprises

M/S OM CONSTRUCTION

M/S ANIL KUMAR