JH24SMEB06

Amount

Details

Eartwork in excavation for structure as per drawing and technical specifications Clauses 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 sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary Soil) Manual Means .Depth upto 3m

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

Providing Steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

Bored cast-in-situ M35 grade RCC Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000m. (Pile diameter 1200mm)

Levelling Course for Pile Cap (PCC M15)

PCC M-15 Grade Levelling Course below Approach Slab complete as per drawing and Technical specification

Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification (RCC Grade M25, using Concrete Mixer)

Plain/Reinforced cement concrete in Foundation complete as per drawing and technical specification, (RCC Grade M25 using Concrete Mixer)

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Clauses 808, 804, 805, 806, 807, 1202 and 1204. Height Upto 5m

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (RCC M 25 using concrete mixer) Clauses 808, 804, 805, 806, 807, 1202 and 1204. Height between 5m to 10m

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.

Furnishing and placing Reinforcement/ Prestressed cement concrete in Super-Structure a per drawing and Technical specification, RCC Grade M30 RCC T-Beam & Slab

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 M30 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. Clauses 1002.1010 and 1202.

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

Supplying , fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 10000 and 1202.

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 material under pitching in slopes complete as per drawing and technical specification

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications Stone/Boulder

PMGSY Sign Board

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

Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes 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 / binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required densitygrading 2 as per technical specification clause 405. ).WBM Grading 2 By Manual Means

WBM Grading 3 By Manual Means

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.

Open - Graded Premix Surfacing (Providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using penetration grade bitumen or emulsion 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 of either Type A or Type B or Type C as per tenchnical specification Clauses 508.) Bitumen (S-65)

Seal Coat - Providing , laying and rolling of close-graded permix surfacing meterial of 20 mm thick , composed of 11.2 mm to 0.9 mm (Type A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen to requried 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 8-10 kN static roller and finishing to requried level and grades as per tenchnical specifucation Clauses 509.

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

Eartwork in excavation for structure as per drawing and technical specifications Clauses 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 sides and bottom and backfilling in trenches with excavated suitable material. (Ordinary Soil) Manual Means .Upto 3 depth

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.

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.

Plain /Reinforced Cement Concrete in Sub-Structure complete as per drawing and technical specifications (PCC garde M 20 ) For Coping

Maintenance

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

For 5th Year

Labour Cess @ 1%

M/s. Manoj Kumar Agarwal

KRISHNA DEEPAK CONSTRUCTION PRIVATE LIMITED

M/S SRI SAI CONSTRUCTION

M/s YASHODA CONSTRUCTION

PUJA CONSTRUCTION

M/S MAA LAXMI CONSTRUCTION

Maa Contract Pvt. Ltd

kulwant singh andco

M/s Usha Infratech