Estimate for Reconstruction/Rehabilitation of concrete lining of Sukhchain Distributary From RD 54485-63550 off taking RD 365890/R Sirhind Feeder

Dismantling of brick Masonry laid in CSM (CSR 8.5 b)

Dismantling of Plain Concrete 1:3:6 ( CSR 8.6 c)

"Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m..

Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications.

E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth)

E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (1.50 mtr - 3 mtr depth)

Dressing of side slopes and preparation of subgrade for lining complete in all respect as per PWD specifications and engineer-in-charge.

E/work in excavation in foundation/ trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 mt depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation.

"Extra bitumen painting at 0.69 Kg. per Sqm (as per IS 3384-1985 )

"Supplying and Laying LDPE film of 150 microm over sleepers (for construction & expansion joints) I/C carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.(M-73) "

Shuttering for faces of Concrete

Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.

Cement concrete lining 75mm thick or less 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 with an average lead of 1 Km

"Providing and filling Construction joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings complete in all respect "

Dressing of earth work for new work or remodeling work Unit CSR 6.3 (i)

Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge exceeding 1.5 Cum/s but upto 4.5 Cum/s including boundary road

CHAPTER NO. 19 LINING Cement concrete lining laid manually for irrigation channels(for sleeper & coping), 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 TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)

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 Disposal/ carraige additional beyond 450m upto 1 Km

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 for lead upto 5.83Km

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 PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type

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 (10.20) 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 superstructure.

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 0.5 m 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 PCC 1:4:8 with Stone Ballast 40 mm gauge using concrete mixer volume metric type

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 (10.20) 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 superstructure.

CHAPTER NO. 10 CONCRETE Sub Estimate : 1.3 - distance mark (10.12) cement concrete 1:3 :6 (M-10) with stone ballast or shingle I/c supply and carriage of material at site of work complete in all respect

CHAPTER NO. 10 CONCRETE Sub Estimate : 1.3 - distance mark Laying(10.13) R.C.C. 1:2 :4 (M-15) excluding steel reinforcement but including centering and shuttering and vibrating the concrete (precast concrete )

CHAPTER NO. 18 STEEL AND IRON WORK Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , 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 -605691)

MITTAL CONSTRUCTION COMPANY (BID ID -605730)