Concrete lining of ChoaLink2 Disty(0-12125) Badshahpur Mr(0-21530) and Construction of Head Regulator cum Fall Badshahpur Mr. offtake from 5500/R of Choa Link2 Disty,VRB at RD3112,Fall cumFoot Bridge at RD 17500 and Fall at RD20000 of Badshahpur Mr.

Amount

Ordinary jungle clearance of both banks of running Disty. Minors and Drains includind boundary road with discharge exceeding 1.5 cum/s but upto 4.5 cum/s

Ordinary jungle clearance of both banks of running Disty. Minors and Drains including boundary road with discharge upto 1.5 cumecs.

Dismentaling of Brick Work

Earthwork excavation in foundation and trenches (sleeper)

Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations with all location with all lifts and leads avg leads 15 km All Pacca

Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.

Dressing of Earth work ( NEW )

Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing 0-1.5mtr depth

Earth work for lip cutting for lining of irrigation channels inclusive of all allowance leads and dressing (1.5-3.00 mtr depth)

Dressing and preparation of sub grade for side slopes.

Laying 1:3 (cement: water) cement slurry with cement @ 2.25 kg per sqmt on prepared bed & side slope before laying concrete

Cement concrete lining 60 mm thick or less laid mannualy for irrigation channels using cement concrete M-15 mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) as per design/drawing and PWD specifications (for Coping)

Cement concrete lining 60 mm thick or less laid mannualy for irrigation channels using cement concrete M-15 mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) as per design/drawing and PWD specifications (for Sleeper)

Cement concrete lining 60 mm thick or less laid mannualy for irrigation channels using cement concrete M-15 mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) as per design/drawing and PWD specifications (for Side Slope)

Dag Belling single kassi stroke minimum 7.5 cm. depth complete in all respect as per design/drawing and PWD specifications

Filling of expansion joints sealing compound including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications

Extra bitumen painting at 0.69 per sqm (on sleeper)

Filling contraction joints with special impervious hot pour including supply ,carriage, of material complete in all respect as per design/drawing and PWD specifications

Providing & laying 150 micron Polyethene Sheet over sleeper

Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per design/drawing and PWD specifications

Cement concrete 1:2:4 (M-15) with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type.

Plain/Reinforced cement concrete grade M25 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m.

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications.

Plain/Reinforced cement concrete grade M30 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m.

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)

Dismantling of PCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)

Cement concrete 1:3:6 (M-10) with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type.

Plain/Reinforced cement concrete grade M20 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m.

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Sand Filling in Foundation Trenches as per Drawing & Technical Specification.

Dismantling concrete (e) Reinforced cement concrete

Cement concrete 1:4:8 (b) With stone aggregate 40mm gauge

Supplying, Laying brick Ballast

Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling, consolidation and dressing )

Adjusting new APM Block in correct "y" & fixing in position (in case of new outlet where no dismentling and reconstructing of gollet wall is involved

Laying cement concrete 1:4:8 with gauge 40mm mixing by mechanical means using concrete mixer volumetric type

First class burnt brick work laid in cement sand mortar 1:4 in foundations & plinth

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Cold twisted detormed (Ribbed/ ToR Steel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.

Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 (0.25 ft= 7.6 cm (min wt 68 kg))

Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976 (0.5 ft= 15.2 cm (min wt 80 kg))

RCC M20 in substructure

Dismantling of Brick work in cement sand mortar/lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)

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 matter, dressing of sides and bottom and backfilling with excavated surplus soil Depth 0-3 mtr

Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 30 mtr.

Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.

NARESH KUMAR DUGGAL

VAISHNAVI ENGINEERING AND CONSTRUCTION

M/S AMIT PRASAD