SAMRALA MAJOR RD 12000 TO 23653

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( 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 60 mtr.

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 8.17 km i/c last 1.77 km katcha

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 )

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 75 mm 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 loading and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Bed & Side Slope

Cement concrete lining 75 mm 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 loading and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Coping

Cement concrete lining 75 mm 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 loading and unloading of material complete in all respect (For Trapozoidal Section and Cup Section of all radius) For Sleeper

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 with special impervious hot pour 12.50 mm wide

Extra for Bitumen Painting @ 0.69 kg per Sqmt. (on sleeper) supply carriage of material complete in all respect

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

Dressing of Dowel along water carrying channel in addition to payment of dressed earth work

Filling Construction/contraction joints with sealing compound complete in all respect

Earth Work involved in dismantling of outlet ’H’ upto 0.50mt.

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

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

C.C. 1:4:8 with brick ballast 40 mm gauge

Brick masonry in 1:4 CSM

RCC M20 for slab

Bending binding and placing in position CTD bars Fe 500

Extra labour for dressing of bricks for outlet with ‘H’ upto 0.50 mt

Earthwork in excavation of foundations of bridges,culverts building including handling of material with a combined lead of 15 metres dressing of bed and sides stacking the excavated soil from the edge of excavation and subsequent filling around:-.for ordinary gravel soil involving pick work

Cement concrete 1:4:8 (b)With stone aggregate 40mm gauge (2)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

12.5 mm thick cement plaster 1:4

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:-Bajri (Coarse)screened, cleaned and washed and graded from 20mm to 25mm (fromPathankot or approved equivalent quarry)

Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).

Coarse sand screened, cleaned and washed and graded from 3mm to 6mm (fromPathankot or approved equivalent quarry)

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer – in-charge, upto 90 metre depth below ground level. (c)400 mm dia.

Supplying,assembling,lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia. conforming to IS: 12818-2010 including required hire and labour charges,fitting and accessories etc. all complete for all depths as per direction of Engineer-in-charge. (c)200mm Nominal size dia.

Supplying,assembling,lowering and fixing in vertical position in bore well,unplasticized PVC medium well screen(RMS)pipe with ribs conforming to IS: 12818- 2010 including required hire and labour charges,fitting and accessories etc. all complete for all depths as per direction of Engineer-in-charge. (c)200mm Nominal size dia.

Supplying at quarry site of gravel of 1/16" to 1/8" sizes including pouring and packing in the annular space between the pipes assembly and the bore.The gravel should be free from dust,dirt or the vegetables manner as per IS 4097/1967 with latest amendments

Back filling behind abutment,wing wall and return wall complete as per drawing and Techanical Specifications. (A) Granular material

Supply and fixing of well cap having thread to fix on housing pipe complete in all respects. (c) 200 mm internal diameter

Supply and fixing of M.S. Clamp of size to 150 x 12 mm made out of MS flat 1.52 m long suitable to fit housing pipe including the cost nut and Bolts of suitable size complete in all respects.

Development and stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in-charge including cost of tools, appliances & consumable to the satisfaction of Engineer-incharge. (a)capacity of air compressor 300 cfm at 250 psi

1.8 meter high G.I. barbed wire fencing with 2.4 meter angle iron posts 50x50x6mm placed every 3 meters centre to centre 0.6 meter below ground level, every 15th post, end post, corner post suitably strutted and provided with 12 horizontal lines and two diagonals interwoven with horizontal wires fixed with GI staples, turn buckles etc. including foundation concrete 1:2:4 of size 0.30x0.30x0.75m for each post complete as per technical clause 808 of MORT&H specifications

Iron grated doors, including pintle hinges & arrangements.

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.

Providing and fixing boundary pillars at site as per detail attached

Providing and fixing Distance Marks at site as per detail attached

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.

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

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars FE 500 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.

ONKAR SHARMA CONTRACTOR