Widening and Strengthening of Sekhanapur Sonsari Lalpur Road (ODR) in District Sitapur (Length 15.450Km)

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.

Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

Excavation for roadwork in soil with hydraulic excavator 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.

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 motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Providing and laying in cement concrete 1:3:6 (1 cement : 3 concrete : 6 stone ballast (40 mm. Nominal size) and curring complete, including cost of form work in foundation and floors.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 405 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing

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.

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

Providing and applying primer coat with SS-1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.

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.

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

Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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. 507 complete in all respects

RCC CULVERT 2X5.00 MTR Excavation in foundation soil (Loam clay or sand) including left upto 1.5 metre (5fts) and lead upto 30m (100fts) & including filling, watering and ramming of excavated earth into the tremches or into the space between the building and the sides of foundation.

Providing and laying in cement concrete 1:3:6 (1 cement : 3 concrete : 6 stone ballast (40 mm. Nominal size) and curring complete, including cost of form work in foundation and floors.

Class- 150 brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

Same as in item No. 3. above but in super structure above plinth level upto floor two level (up to storeys) including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than 12 cm.

Providing and laying PVC pipe of 75mm dia ISI mark for Weep holes.

R.C.C. works with cement approved coarse sand and 2cm. (3/4") gauge approved stone ballast in the propotion 1 : 1.5 : 3 (1 cement : 4.5 aggregate) in Beam and slab excluding supply of reinforcement and its bending the same with 24 B WG binding wire. The strngth of concrete shall not be less then M-200 As per direction of E/l.

Miled steel or iron in plan work such as reinforced concrete or reinforced brick work (When not wrougt to include in overall rates) wrougt to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised overlapping shallbe measured upto floor two level.

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.

Providing and laying C.C. works with cement approved coarse sand and 4cm. (3/4") gauge approved stone ballast in the propotion 1 : 1.5 :3 (1 cement : 4.5 aggregate) in Bearing coat top of the slab.

Pointing with cement mortar consist of 1 part cement and 2 part fine sand of 1.25F.M. including supply of all material labour and T&P etc required for proper completion of the work.

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits(carted earth) with all lift & lead , transporting to site, spreading,grading to required slope and compected to meet requirement of table 300-2.

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling, concrete and masonary works in head walls and parapets

RCC BOX CULVERT 5X4X3 MTR Dismentaling brick work or stone work in lime or cement mortar and including stacking materials as directed by Engineer in harge with in a distance of 60 meters ( 200 feet). PWD-692

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.

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M30

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

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table No 1300.1, No gragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification clause 1301. Pitching

Boring with 100 mm dia casing pipe for dewatering including cost of pipes , other materials, labour charges etc. complete.

Dewatering the ground water for trenches with hire, operational & fuel charges of pump with oprater complete.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

Laying reinforced cement concrement 1000mm Dia NP4 Hume pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling, concrete and masonary works in head walls and parapets

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.

Brick soling with straight over burnt bricks laid on edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work.(S.N.762b)

RCC DRAIN Excavation in foundation soil (Loam clay or sand) including left upto 1.5 metre (5fts) and lead upto 30m (100fts) & including filling, watering and ramming of excavated earth into the tremches or into the space between the building and the sides of foundation.

Providing and laying in cement concrete 1:3:6 (1 cement : 3 concrete : 6 stone ballast (40 mm. Nominal size) and curring complete, including cost of form work in foundation and floors.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

PITCHING WORK Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 (Carted Earth)

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 backfilling in trenches with excavated suitable material.

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing not less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 5th kilometre stone (precast)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)

Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast)

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.

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.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. B 1000 mm dia (As per Estimator)

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

Routine maintenance charge @ 2.50% of total cost, up to 5 Years for any diffect / damaged found after construction of all works including restoration of paved surface , shoulders , culverts road furniture etc complete. As per direction of E/I.