Widening and strengthing of Sansarpur Hazratpur road KM.-7 to 13

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

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 Cartage earth.

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 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.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.

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. (1% OPC Cement + 3.50% Emulsion)

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. By Carted Earth work.

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.

Providing and applying primer coat with SS1 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 applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared surface cleaned with hydraulic broom .

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 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

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. (For Drain, 1x1000 mm dia H.P., Widening of 1x600 mm dia H.P. & 1x6.00 m,2x6.00 m. 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. (For Drain)

Plain /Reinforced Cement Concrete in open Foundation complete as per drawing and Technical Specification . PCC Grade M 15 (For 1x1000 mm dia H.P., Widening of 1x600 mm dia H.P. & 1x6.00 m. R.C.C. culvert)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification (R.C.C.-M-20) (For Drain )

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202(For Drain & 1x6, 2x6, R.C.C. Clvert)

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. (For 1x1000 mm dia H.P., Widening of 1x600 mm dia H.P. & 1x6.00 m., 2x6.00 m. R.C.C. culvert)

Brick work with 150 class brick and 1:3 cement and coarse sand in foundation and plinth including cost of all labour materias, and T&P etc. required for proper completion of the work as per s.i. no.307 (a) (2x6.00m clvert)

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 (For 1x1000 mm dia H.P., Widening of 1x1000 mm dia H.P.)

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 (For 1x600 mm dia H.P.)

Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification.

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. (For 1x1000 mm dia H.P., Widening of 1x1000 mm dia H.P. & 1x6.00 m.,2x6.00 m R.C.C. culvert)

Providing and Laying weep holes in brick massonary in abutment and wing wall with 100 mm dia PVC pipe extending through the full width of the structure with slope of 1v:20 H toward drawing force complete as per drawing and technical specification (MORT&H-13.8/2706&220. (For 1x6.00 m,2x6.00 m. R.C.C. culvert)

Providing and laying of Tarfelt between bed block & slab I/c supply of all material, labour and T&P etc. complete. (For 1x6.00 m.2x6.00 m R.C.C. culvert)

Providing and fixing of 18mm thick Joint filler (sholitax board) I/C cost of material Labour and T&P etc. Complete work. (For 1x6.00 m. R.C.C. culvert)

R.C.C M-25 work in bed block, Slab and Wearing coarse with the cement coarse sand and 20mm gauge approved grit excluding S/O reinforcement and its bending but including its fixing in position and biding the same with 24 BWG G1 binding wire and I/C the cost of binding wire and providing and fixing of necessary shuttering and its removal after completion labour, T&P etc. complete. (For 1x6.00 m.,2x6.00m R.C.C. culvert)

R.C.C M-25 work in bed block, Slab and Wearing coarse with the cement coarse sand and 20mm gauge approved grit excluding S/O reinforcement and its bending but including its fixing in position and biding the same with 24 BWG G1 binding wire and I/C the cost of binding wire and providing and fixing of necessary shuttering and its removal after completion labour, T&P etc. complete. For Wearing Coat. (For 1x6.00 m.,2x6.00 m R.C.C. culvert)

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. (For 1x6.00 m.,2x6.00 m R.C.C. culvert)

Boaring (For 1x6.00 m.,2x6.00 m R.C.C. culvert)

Dewatering (For 1x6.00 m.,2x6.00 m R.C.C. culvert)

Supply of local sand under foundation and floor including all material, labour and T&P etc complete

P/L boulders apron on river bed for protection against scour with stone boulder weighing not less than 40 kg. each complete as per drawing and technical specification.

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces As per morth Specification 8.8 (803 ) (For 1x6.00 m. R.C.C. culvert)

Earthwork work in embankment in ordinary soil excavation to be made in the form of regular pits not exceeding1/2 m in depth and earthwork in embankment to be in 20 cm layers including ramming, dressing pulverization the surface to the required level and slopes and also including lead upto 30 m and lift upto 1.5m.including supply of labour T&P supply of roller and water sprinkler with royalty as directed by Engineer-in-charge.Approach Road(with 1.00 km Lead) For Diversion. (For 1x6.00 m,2x6.00 m. R.C.C. culvert)

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 For Diversion. (For 1x6.00 m. R.C.C. culvert)

A K ENGINEERING WORKS

Jagdish Saran

SHIVANSH CONSTRCUTION

M/S PRABHU CONSTRUCTIONS