Widening and Strengthening 2 Lane work of BALLIYA SHEESHGARH BAHEDI RUDRAPUR Road MDR KM 1.000 TO 26.200 in Distt Bareilly

Amount

Excavation for roadwork in soil with hydraulic excavatot 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 emnankment location within all lifts and load up to 1000m. Cl no. 3.06 For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

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. For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

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.FOR SHIFTING AND COMPACTION ONLY Data Book Sr. no. - 3.17 For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

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. 3.18 For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

Construction of granular sub-base by providing close graded material mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

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.

Item Same as Above but For Ch. 9.000 - 26.200

Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base 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.. 3.50% Emulsion + 1% Cement For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

Providing and applying tack coat with bitumen using VG-10 pressure distributor at the rate of 0..25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.for DBM For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

Providing and applying tack coat with bitumen using VG-10 pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. For BC For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

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. For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

Providing and laying bituminious concrete with 100-120 batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% as per job 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 MoRT & H Specifications Clause 509 complete in all respects. For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

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. Si no. 12.01 For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M 15 pcc 1:3 :6 For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200&1203 For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M 20 pcc 1:2:4 For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

Plastering with cement mortar 1:4, 12 mm thick on brickwork in substructure as per technical specification clauses 613 & 1204 For Ch. 9.000 - 26.200

Providing and laying reinforced cement concrete pipe NP3 for 600 mm dia HP culverts on first class bedding of granular material in Single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

Pointing with cement mortar 1:3 on brick work in substructure as per Technical Specifications For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

RCC Grade M25- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. 1500, 1700 & 2100 Cl 12.08 For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. SI no. 12.43 For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

Bricks Ballast 40 mm gauge filling behind abutment, wing wall & return wall complete as per drawing & technical specification.For Ch. 0.000 - 9.000

Item Same as Above but For Ch. 9.000 - 26.200

Providing and laying stone boulder pitching on slopes 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 specifications MORT&H Specification no 2504 For Ch. 9.000 - 26.200

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications MOR&H Specification no 2504 For Ch. 9.000 - 26.200

Sand filling in foundation trenches as per Drawing & technical specification no 304 For Ch. 9.000 - 26.200

SHAKUNTALA SINGH

M/S A B INFRAZONE PRIVATE LIMITED

M/s Hanu Infrastructure Pvt Ltd

SHARMA CONSTRUCTION PROJECT PVT LTD

Raja Infraconstruction Pvt Ltd

Iqbal construction company

M/S SOBTI INFRATECH LIMITED

surya construction co.

SHIVANSH CONSTRCUTION

m/s m.m. construction

M/s Raj Laxmi Enterprises