KHANNA 11000-18600

Amount

Ordinary jungle clearance of both banks of distributaries, minors and drains with discharge upto 9 cs including boundary road (Discharge exceeding 4.5 cum/s)

Earthwork excavation in foundations trenches extra in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 meters.

Excavation of soil using hydraulic exavator and hydraulic tractor trolly including cutting and loading in trolly and transporting to the embankments locations location with all lifts and leads avg leads 5.84 km all pucca

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 work or remodeling work

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth)

Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (1.5 to 3.0 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 10 cm. thick or less with mechanical Paver for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km for concrete lining on bed and on slide slopes upto vertical height 2.0m including supply ,carriage, of loadind and unloading of material complete in all respect

Cement concrete lining 75mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km including supply ,carriage, of loadind and unloading of material complete in all respect (For Coping)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 ( For Sleepers)

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

Extra bitumen painting at 0.69kg per sqm (on sleeper)

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

Dressing of dowel along water carriying channel in addition to payment of dressed earth work

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

Earth work excavation in ordinary soil, exclusive of compensation of earth :-Extra for slush

Earth Work involved in dismantling of outlet ’H’ more than 0.50mt. But upto 0.9m

Dismantling of APM of type outlet involved dismantling cement masonry & RCC slab with ‘H’ more than 0.50mt. But upto 0.9m

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 0.40ft = 12.2 cm (min wt 76 kg)

Adjusting new APM block in correct ‘y’ and fixing in position

Cement concrete 1:4:8 (b)With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type

First class burnt brick work laid in cement sand mortar 1:4 in foundation and 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 deformed (Ribbed/ Tor Steel Bar) Bars FE 550 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete in all respect.

Extra labour for dressing of bricks for outlet with ‘H’ more than 0.50mt. But upto 0.9m

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work,mettalic or plastered,concrete surface to give an even shade.

Preparation of plastered or concrete surface for painting (including sand papering the surface) using ready mixed cement based wall putty by applying two or more coats to get required finish

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface

Providing and laying 80 mm thick factory made cement concrete interlocking Paving blocks of M40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications

Dismantling Brick masonary in cement

Dismantling 1:2:4 cement concrete

Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering including disposal of rubish to the dumping ground within 50 m lead (excluding the cost of scraping of plaster and replastering).

First class burnt brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level.

12.50 mm thick Cement Plaster 1:4 CSM

Cement Concrete 1:2:4 complete in all respect.

Painting New letters and figures on black synthetic enamel paint to an even shade on surface

Making arrangement for lifting of RCC slab with JCB, sleepers, gutka including labour charges at site of work.

Centering and shuttering for columns (Square or rectangular )

SUKHDEV SINGH CONTRACTOR