New construction work of Shekhupur Bachrauli to Kalimai ka dera road

Construction of embankment with approved material obtained from borrow pits with a lift up to 1.5 meter transporting to sites spreading grading to require slope and compaction to meet requirement of table 300.1 & 300.2 with a lead up to 1000 meter as per MORD technical specification clause 301.5 MORD sepecification 301.5(i) S.No. 3.4(Ordinary soil)

Laying and spreading available soil in the subgrade on a prepared surface, pulverising, mixing the spread asoil in place with rotavator with 2% slaked lime having minimum 70 per cent of contents of CaO, grading with motor grader and compacting with the smooth wheel road roller at OMC toer centthe desired density to form a layer of improved Sub-grade as per Technical Specification Cluase 403. (A) By Manual Means

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing, laying, spreading and compacting stone aggregates of 45-63.mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening / blinding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density of grading-2 as per technical specification clause 405

Providing, laying, spreading and compacting stone aggregates of 22.4-53mm to water bound macadam-3 specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Brick edging on both sides of road with M-150 class bricks on edge 3" wide and 4-1/2" deep laid with mud mortar, finished to the required temples in proper alignment & also dressing ramming the excavated earth and directed by Engineer-in-Charge

Providing and applying Primer coat with Bitumen Emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying prime at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical pecification Clause 503.

Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat . Technical sepecification Claues 508

Providing and laying seal coat by manual means with VG-10 grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type-C As per Technical Specification Clause 510

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 material and disposal upto a lead of 50 m, dressing of side

Sand Filling in foundation trenches as per drawing and technical specification Clause 305.3.9

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. (M 10)

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4

Providing and laying of hume pipe NH-3 for culverts with filing of joints in cement and sand mortar in 1:2 including labour, T&P etc required for proper completion of work as per of Engineer-in-Charge.1000 mm dia

Supply & Laying cement concrete pipe NP-3 350 mm dia (burried Conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation protection works, backfilling. concrete and masonary work in head wall and parapoets as per MORD specification no. 1100 sr no. 9.7 as per Data book item no. 9.70

Providing and laying reinforced cement concrete M 25 grade in Foundation as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

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

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7

Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri, road furniture etc.as per direction of E.I for the period of five years from the actual completion of work (For Bituminous work) Maintenance cost for 1st year (@0 % of total work amount S.No.1-10) per KM.

Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri, road furniture etc.as per direction of E.I for the period of five years from the actual completion of work (For Bituminous work) Maintenance cost for 2nd year (@1.00 % of total work amount S.No.1-10) per KM.

Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri, road furniture etc.as per direction of E.I for the period of five years from the actual completion of work (For Bituminous work) Maintenance cost for 3rd year (@1.50% of total work amount S.No.1-10) per KM.

Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri, road furniture etc.as per direction of E.I for the period of five years from the actual completion of work (For Bituminous work) Maintenance cost for 4th year(@2.00% of total work amount S.No.1-10) per KM.

Maintenance Charge including @ Earth work ,repair of painted surface, earthwork on patri, road furniture etc.as per direction of E.I for the period of five years from the actual completion of work (For Bituminous work) Maintenance cost for 5th year (@3.00% of total work amount S.No.1-10) per KM.

Maintenance Charge including @ for CC five years from the actual completion of work Maintenance cost for 1st year (@ 0% of CC Culvert work amount )

Maintenance Charge including @ for CC five years from the actual completion of work Maintenance cost for 2nd year (@ 0.25% of CC Culvert work amount )

Maintenance Charge including @ for CC five years from the actual completion of work Maintenance cost for 3rd year (@ 0.50% of CC Culvert work amount )

Maintenance Charge including @ for CC five years from the actual completion of work Maintenance cost for 4th year (@ 0.75% of CC Culvert work amount )

Maintenance Charge including @ for CC five years from the actual completion of work Maintenance cost for 5th year (@ 1.00% of CC Culvert work amount )

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