Estimate for Construction of Malerkotla Minor from RD 25100 to 36600

Ordinary Jungle Clearance of both banks of running Distributaries, minors and Drains with discharge upto 1.5 cumecs including Boundary road

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 metre (By Mechanical Means)

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. (As per earth work statement)

Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads.(Assuming long lead as 8.3 Km)

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)

Dressing and prepration of sub grade for lining

Laying 1:3 (cement :water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes

Cement concrete lining 60mm 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 (For Trapozoidal Section and Cup Section of all radius) For side slopes

Cement concrete lining 60mm 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 (For Trapozoidal Section and Cup Section of all radius) For Sleepers

Cement concrete lining 60mm 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 (For Trapozoidal Section and Cup Section of all radius) For Coping

Filling Construction joint/Contracton Joint with Special impervious hot pour 12.50 mm wide

Filling expansion joint with Special impervious hot pour 12.50 mm wide

Extra bitumen painting at 0.69 per sqm

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

Providing & laying 250 mm wide LDPE Film 150 micron over sleepers

Providing & Fixing Distance Marks

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 metre (By Mechanical Means)

Dismantling of RCC 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 deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil, Mechanical Means, Depth 3m to 6m

Cement concrete 1:2:4 (M15) With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type.

Reinforced cement concrete M-25 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

HYSD steel bars (Fe500 grade as per IS 1786-2008), for RCC works where not including in the complete rate of RCC including bending and biding placing in position complete.

Reinforced cement concrete M-30 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

Reinforced cement concrete M-40 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 superstructure

Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.

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

Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280.

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

Earthwork in excavation of foundations of bridges, culverts, buildings 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 for ordinary gravel soil involving pickwork.

First Class Brick work laid in cement sand mortar 1:4 in foundation and plinth

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

Centering and shuttering for faces of walls, partitions, retaining walls including attached plasters buttresses etc.

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

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

First Class Brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level

Plastering 12.5mm thick 1:4

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

Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm

Adjusting APM to the correct 'Y' and fixing in position

Cement Concrete 1:4:8 with Stone Blast 40 mm gauge mixing by mechanical means using concrete mixer volumetric type

First Class Burnt Brick work laid in cement sand mortar 1:3 in foundation and plinth

Reinforced Cement Concrete 1:2:4 (for slab) (Bars excluding)

Extra Labour for dressing bricks On O.F. and APM type outlets With 'H' more than 0.5 m. but upto 0.9 m

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making as per ISI specifications no. 7986-976 0.40 ft= 12.2 cm (min wt 76 kg)

Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outlets With 'H' more than 0.5 m. but upto 0.9 m

Dismentalling Of Brick Work ( As per CSR item NO. 8.5 (b))

Earthwork in excavation of foundations of bridges, culverts, buildings 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 for ordinary gravel soil involving pickwork.

First Class Brick work laid in cement sand mortar 1:4 in foundation and plinth

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

Centering and shuttering for faces of walls, partitions, retaining walls including attached plasters buttresses etc.

RCC concrete M20 mechanically batch mixed using batch type concrete mixer as per IS: 1791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth

Cold twisted deformed(Ribbed/Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008,for R.C.C works,where not including in the complete rate RCC including bending and placing in position complete

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

First Class Brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level

Plastering 12.5mm thick 1:4

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

Finishing walls with acrylic smooth exterior paint of required shade with two or more coats applied @ 1.67 litre/10Sqm over and including base coat of water proofing Cement Paint applied @ 2.20 Kg/10 Sqm

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 deleterious matter, dressing of sides and bottom and backfilling with approved material.

Preparing, watering and ramming surface for laying concrete.

Cement concrete (M-10) with stone ballast mixing by mech. Means using concrete mixer volumetric type in Superstructure

Cement concrete (M-10) with stone ballast mixing by mech. Means using concrete mixer volumetric type in F&P

Supplying & laying dry brick ballast.

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.

Reinforced cement concrete M-25 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.

Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical and bartering including attached pillasters buttresses etc). Complete in all respect.

Extra for laying earth/ fly ash as per specification for compaction in 20 cm layers, dressing, watering & rolling to specifictions. Complete as all respects.

Re-handling of Earthwork with lead 30 meters

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes.

Cement concrete lining 60mm thick laid manually 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 (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII).

Cold twisted deformed bars fe 500 grade for RCC work where not included in the complete rate of RCC i/c bending binding and placing in position

Any Other Item