JH-P3-22-23-LOH-LSB-01

Amount

Details

Eartwork in excavation for structures as per drawing and technical specifications Clauses 305.1 including setting out, Construction of shoring andbracing , emoval of stumps and other deleterious meterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable metrial. Depth upto 3m

Providing and Laying of PCC M 15 levelling course 100 mm thick below foundation PILE CAP

Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8

Sandy material

R.C.C. grade M35 in Pile Foundation complete as per Dwg & Tech Specification.

Cement concrete for reinforced concrete RCC Grade M35 in pile cap complete as per drawing and Technical Specification.

Providing Steel Liner 6mm thick for Piles including fabricating and setting out as per detailed drawing Upto Scour Level

PCC M-15 Ordinary Grade(1:2.5:5) Levelling Course below Approach Slab complete as per drawing and Technical specification Clauses 800 and 1211.

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications Clauses 802,803,804,805,806,807,1202 and 1204.RCC Grade M35 using Batching plant

Height Upto 5m

Height 5m to 10 m

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 face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5.R.C.C. Grade M 30

Reinforced Cement Concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and technical specification Clauses 800 and 1211

Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per technical specifications Clause 1207.2.5

Supplying, fitting and fixing in position true to line and level Elastomeric bearing confirming to IRC:83 (Part-II) section IX and clause 2005 of MORTH Specifications complete including all accessories as per drawing and technical specification.

Providing drainage spout complete as per drawing and technical specification

Construction of railing of M25 grade in-situ with 20mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specificatoins. 800,900,1208.3

Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specification. Clauses 800, 900, 1206.3

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications

Supplying , fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications 1002,1005,1010& 1202.

Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications clauses 1002,1010, and 1202

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size toward the soil and bigger size towards the wall and providing over the entire surace behind abutment , wingwall, returnwall to the full height , compacted to firm condition complete as per drawing and technical specification Clauses 1204.3.8

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

Providing and laying filter material underneath pitching laid over prepared filter media as per drawing and technical specifications Clauses 1302.

Toe wall of pcc M15as per drawing and technical specifications

PMGSY Sign Board

Dewatering

Comfirmatory Boring

APPROACH ROAD PART - Clearing and Grubbing road land including Uprooting wild vegetation , grass, Bushes, Shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned , upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clauses 201.

By Manual Means In area of non-thorny jungle

Construction of Embankment with approved Material obtained from Borrow Pits with a lift upto 1.5m 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 Clauses 301.5

Compacting original ground supporting embankment . Rolling with vibratory roller

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 sruface, mixing by mix in place method with rotavatory at OMC, and compactiing with vibratory roller to achieve the desire density, complete as per clause 401)

for Grading - II Material

WET MIX MACADAM MACADAM Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.

BITUMINOUS MACADAM Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.

Bituminous Concrete 5.8(ii) B4(509) 5.05(B) RCD

Providing and applying prime coat with Bitumen emulson (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.2-1.5kg/sqm using mechanical means as pper technical specification Clauses 502.

Providiing and applying Tack Coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surface (cement concrete pavement) cleaned with Hydraulic broom as per tenchnical specification Clauses 503.

Providing and laying Pitching on slopes laid over prepared filter media as per drawing and technical specifications Clauses 1302.

GUARD WALL - Excavation for structures in ordinary soil (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) Manual means.

Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9

Providing concrete for plain/rainforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. (PCC M10)

Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203.

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.Clauses 702, 704, 1202,& 1203.

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 face. Complete as per drawing and technical specification. Clauses 614, 709, 1204.3.7

Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204.

Providing PCC M-20 architectural Coping on the top of wing wall , return wall etc. complete as per drawing and technical specification clauses 615,710 and 1204.3.11.

Five Year Routine Maintenance -

1st Year

2nd Year

3rd Year

4th Year

5th Year

Labour Cess @ 1%

MAHESH PRASAD GUPTA

PRINCE CONSTRUCTION