Widening and strengthening of Bareilly Mathura Road (Cantt Road) (Lalphatak to Bareilly Budaun NH Road upto Y junction) under four lane Project

Amount

Clearing Jungle including uprooting of vegetation, grass, bush, wood trees and sapling of grith up to 30 cm, measured at a height of 1m above ground level & removal of rubbish up to a distance of 50 m. Outside the periphery of area cleaned (SI No. 259)

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 MORTH specification no. 301(3.60)

Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceeding 0.5m in depth and earthwork in embankment to be in 20cm. layers, including ramming and dessing the surface to required levels & slopes & also including 1.5 lift & 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the enginee incharge (only for ompection)

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. (Cated Earth work lead for 1 km.) as per MORTH specification no. 305(3.16)

Granular Sub-Base with coarse Graded material (Table 400-2) Construction of granular sub-base by providing coarse 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 clause 401 (4.2)

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 specification clause 406(4.12)

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. 300-2 (lead upto 1 km. ) as per MORTH specification no. 305(3.18)

Providing & applying tack coat with Bitumen VG-10 pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with mechanical broom including cost of all types of materials, labour, T&P etc. required for proper completio. AS per MoRTH Specification clause no. 503(5.2)

Providing & applying tack coat with Bitumen VG-10 pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom including cost of all types of materials, labour, T&P etc. required for proper completio. AS per MoRTH Specification clause no. 503(5.2)

Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 4.5 percent by weight of total mix and filler, transporting the hotmix 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(5.6)

Providing and laying dense graded bituminous macadam with 60-90 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 4 percent by weight of total mix and filler, transporting the hotmix 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 (5.6)

Recycling pavement by cold milling of existing bituminous layers, planning the surface after cold milling, reclaiming excavated material to the extent of 60 per cent of the required quantity, hauling and stock piling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in a hot mix plant, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 517(5.16)

Providing and laying 40mm thick bituminous concrete with 60-90TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 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 Specifications clause 509(5.8) complete in all respects.

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 as per MORT&H specification clouse 304(12.1)

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. As per MORT&H specification 408(9.1)including curing for 14 days.

Brick masonry work in 1:3 ( 1 cement : 3 coarse sand) cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203.

Providing and laying reinforced cement concrete pipe NP3 for 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 works in head walls and parapets Clause 1106. (1000 mm dia)

Providing and laying reinforced cement concrete pipe NP3 for 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 works in head walls and parapets Clause 1106. (600 mm dia)

Pointing with cement mortar (1:3) ( 1 cement : 3 coarse sand) on brick work as per drawing and technical specification Clauses 613.3 & 1204

Plastering with cement mortar (1:4), ( 1 cement : 4 coarse sand) 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

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 foce. Complete as per drawing and Technical Specifications

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical MORT&H Specification 1500, 1700 & 2100 (12.8). (R.C.C. grade M-20)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications Clause 1600 (12.40).

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

Dismentling brick work or stone work in lime or cement mortar and including stacking of material as directed by the Engineer-in-Charge with in a distanse of 60 m (200 ft) (SOR no 692) (Construction of 3x6mt R.C.C. Culvert)

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.MoRTH Spec. 12.1-304 (Construction of 3x6mt R.C.C. Culvert)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification MoRTH Spec. 12.-304 (Construction of 3x6mt R.C.C. Culvert)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. MoRTH Spec. 12.4-2100 (Construction of 3x6mt R.C.C. Culvert)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. MoRTH Spec. 12.5-1300 (Construction of 3x6mt R.C.C. Culvert)

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications MoRTH Spec 13.1- 1300 & 2200 (Construction of 3x6mt R.C.C. Culvert)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.MoRTH Spec 12.8-1500, 1700 & 2100 E (RCC Grade M25)(Construction of 3x6mt R.C.C. Culvert)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.MoRTH Spec 13.5-1500, 1700 & 2200 F (RCC Grade M25) (Construction of 3x6mt R.C.C. Culvert)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. MoRTH Spec 12.40-1600 (Construction of 3x6mt R.C.C. Culvert)

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MoRTH Spec 13.6- 1600 & 2200 (Construction of 3x6mt R.C.C. Culvert)

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 foce. Complete as per drawing and Technical Specifications MoRTH Spec 13.8- 2706 & 2200 (Construction of 3x6mt R.C.C. Culvert)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications MoRTH Spec 1300 & 2200 (Construction of 3x6mt R.C.C. Culvert)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification MoRTH Spec.15.5-2504 (Construction of 3x6mt R.C.C. Culvert)

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.MoRTH Spec 15.1-2503 A (Construction of 3x6mt R.C.C. Culvert)

Providing and laying M-20 reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (For midian)

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202

Painting first coat over priming coat on wood or steel and other metal surface with superior synthetic enamel standard make brushing to give an even shade and finish and includjng cleaning the surface of all dirt dust and other foreign matter sand papering and stripping including cost of all materials ,labour ,T&P etc required for the proper complrtion of the work. (SI.No. New item no 1b + 2)

SHARMA CONSTRUCTION

KRISHNA CONSTRUCTIONS