Reconstruction/Relining with concrete M-15 from RD 12125 to 34295 and Construction of fall at RD 16890 of choa link -2 off- taking RD 372970/L of BML Canal.

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 inexcavationinfoundationstrenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking theexcavated soil clear from the edge of excavation and subsequent filling around masonry in15cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.

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 75 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 75 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 75 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 Reinforced cement concrete

Cement concrete 1:4:8 With brick ballast 40mm gauge mixing by mech. Means using concrete mixture volumetric type

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 ) with H upto 0.50m

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 stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

First class burnt brick work laid in cement sand mortar 1:3 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))

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.

Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. With 'H' more than 0.5 m. but upto 0.9m

Adjusting A.P.M. to the correct 'Y' and fixing in position:- Extra over item No. 20.4 In case of old outlets where dismantling and reconstructing of gullet walls is involved including change in width of gullet i.e. 'B' of the outlet upto 30m.m.

Providing , installation and fixing in position M.S. single hoist assembly & Single Winch Machine upto 1.25 ton capacity at site complete in all respect.( i/c Common Shaft ,Spindle etc)

Provding and Fixing of skin plate( I/C carriage of material & loading and unloading)

Provding and Fixing of clamp plate at site complete in all respect.( I/C carriage of material & loading and unloading)

supply of M.S. ISA,ISMC ,ISMB ,Plate etc. ( I/C carriage of material & loading and unloading)

supply of Stainless steel Plate

supply of GI Pipe

supply of Bolt ( with nut and washer)

supply of Anchor

supply of PIN dia 35( with nut washer )

cutting straightening

(Providing & fixing in position of flat/ wedge seal including preparation of surface complete I all respects and to entire satisfaction of Engineer in charge 75mm X 10mm

(Providing of hollow bulb seal & fixing in position including preparation of surface complete in all respects and to entire satifaction of Engineer in charge. 44mm Ø X 100mm

Drilling/Boring hole including complete in all respect and entire satisfaction of Engineer in incharge

Fillet welding with high strength steel rods, including complete in all respect and entire satisfaction of Engineer in incharge ( 6mm Wide)

Painting two or more coats with anticorrosive bitumastic Paint to give an even shade Painting two or more coats with anticorrosive bitumastic Paint to give an even shade

Painting of super structure with Grey enamel Paint including Primer, scraping etc

Wheel Assembly 50mm Ø & 180mm

Providing Grease Nipple

Machining & finishing of any part to desire shape & size ,complete in all respects and to entire satifaction of Engineer in charge.

Commissioning & Testing of gates at site complete in all respects and to entire satisfaction of Engineer in charge.

Supply Multipurpose Synthetic Hetiv Grease

Supply Multigrade Mobile Oil

Installation of platform stop lock gates with the help of hyadraulic crane 35TON capacity

Excavation of Soil using Hyraulic ExcavatorandhydraulicTractorTrolly I/Ccuttingand loading inTrollyand transporting to the embankment locations with all lifts and leads Disposal/carraige from 0 upto 450m

Excavation of Soil using Hyraulic ExcavatorandhydraulicTractorTrolly I/Ccuttingand loading inTrollyand transporting to the embankment locations with all lifts and leads Disposal/ carraige additional beyond 450m upto 1Km

Excavation of Soil using Hyraulic ExcavatorandhydraulicTractorTrolly I/Ccuttingand loading inTrollyand transporting to the embankment locations with all lifts and leads Disposal/carraige for everyadditional Km upto 10Km

TITHARTH CONSTRUCTION PRIVATE LIMITED

BRIJ LAL GOVT CONTRACTOR