Estimate for Reconstruction/Rehabilitation of concrete lining of Sukhchain Distributary From RD 72480-86920 off taking RD 365890/R Sirhind Feeder

Ordinary jungle clearance of both banks of Distributries, minors and drains with discharge 1.50 to 4.50 cumecs including boundary road

Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and combined lead upto 30 m

Earthwork for compaction in 20 cm layers and dressing.Extra for watering the earth.Extra for rolling to specifications.

Dressing of earthwork.

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 above1.5 mtr depth but upto 3.0 m

Dressing of Dowel

Earthwork excavation in foundation, trenches 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 side 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 a lead of 30 metres.

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

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

Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.

Cement concrete lining 10 cm thick or less with mechanical paver for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. (for lining)

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km.( for lining cup)

Cement concrete lining laid manually for coping using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. (For Coping) for coping

Cement concrete lining 75 mm thick or less laid manually for irrigation channel using cement concrete M-15with cement content 325 Kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1 km. for sleeper

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

Filling Contraction/Construction Joint with sealing compound complete in all respect

Filling expansion joints with special impervious hot pour 12.5 mm wide.

Extra bitumen painting over concrete surface at joints @ 0.69 kg per Sqm

250 wide LDPE film of 150 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer in Charge.

Dag belling single Kassi stroke minimum 7.5 cm depth.

Dismantling brick work, tile masonry or tile lining (in cement mortar).

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Deduction for Credit Material old brick bat LINING (19.38) Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads ((a)) Disposal/carraige from 0 upto 450m

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Deduction for Credit Material old brick bat LINING (19.38) Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads ((b)) Disposal/ carraige additional beyond 450m upto 1Km

Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads Deduction for Credit Material old brick bat LINING (19.38) Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads ((c)) Disposal/carraige lead from 1Km to 4.64Km

Sub Estimate : 1.1 - Outlet on petrolling side E/W 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

Sub Estimate : 1.1 - Outlet on petrolling side Dismantling O.F., A.P.M. Or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement Masonry with ‘H‘ more than 0.5m but upto 0.9 m

Sub Estimate : 1.1 - Outlet on petrolling side Extra labour for dressing bricks on O.F. and A.P.M. type outlets with ‘H‘ more than 0.5m but upto 0.9 m

Sub Estimate : 1.1 - Outlet on petrolling side First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.

Sub Estimate : 1.1 - Outlet on petrolling side "Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)"

Sub Estimate : 1.1 - Outlet on petrolling side Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.

Sub Estimate : 1.1 - Outlet on petrolling side Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. position complete.

CHAPTER NO. 10 CONCRETE (10.11) Cement concrete 1:4:8 ((a)) with stone ballast 20mm gauge (i) with stone ballast 20mm gauge

CHAPTER NO. 10 CONCRETE (10.15) 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.

Sub Estimate : 1.2 - Outlet on non petrolling side E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with 'H' more than 0.5m but upto 0.9 m

Sub Estimate : 1.2 - Outlet on non petrolling side Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. R.C. Slab and cement Masonry with 'H' more than 0.5m but upto 0.9 m

Sub Estimate : 1.2 - Outlet on non petrolling side Extra labour for dressing bricks on O.F. and A.P.M. type outlets with 'H' more than 0.5m but upto 0.9 m

Sub Estimate : 1.2 - Outlet on non petrolling side First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth.

Sub Estimate : 1.2 - Outlet on non petrolling side "Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)"

Sub Estimate : 1.2 - Outlet on non petrolling side Centering & Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.

Sub Estimate : 1.2 - Outlet on non petrolling side Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. position complete.

CHAPTER NO. 10 CONCRETE (10.11) Cement concrete 1:4:8 ((a)) with stone ballast 20mm gauge (i) with stone ballast 20mm gauge

CHAPTER NO. 10 CONCRETE (10.15) 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.

Sub Estimate : 1.3 - distance mark CHAPTER NO. 10 (10.12) Cement concrete 1:3:6 (a) with stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type

Sub Estimate : 1.3 - distance mark CHAPTER NO. 10 (10.13) Cement concrete 1:2:4 (a) With stone ballast or shingle (ii) mixing by mechanical means using concrete mixer volumetric type

CHAPTER NO. 18 STEEL AND IRON WORK (18.18)Sub Estimate : 1.3 - distance mark STEEL AND IRON WORK Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Any Other

M/S SANJEEV KUMAR GOYAL CONTRACTOR (BID ID -606405)