Estimate for Concrete Lining of New Machhiwara Link Channel from RD 8000-17500 including Construction of Field Path at RD 11200 , 14300 and V.R Bridge at RD 17450

Amount

Excavation in soil using Excavator and Hydraulic Tractor Trolly including cutting and loading in trolly and Transporting to the embankment all locations including all lift and leads, excluding royalty (3 km katcha)

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 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation (For Sleepers)

Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement 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)

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

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

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 75 mm thick or less (60 mm thick) laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (Without mechanical Paver) (For Lining, Coping and Sleepers)

Providing and laying cement concrete (M-15) for coping & Sleepers mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.40)

Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.

Laying LDPE film of 150 microm over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.

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

Dressing of earthwork for new work or remodeling work Unit

Ordinary Jungle Clearance of both banks running Minor having Discharge up to 1.5 Cum/s

Laying cement concrete 1:3:6 (M-10) with stone ballast or shingle by manual means including supply and carriage of material at site of work complete in all respect. ( by manual means )

Laying R.C.C. 1:2 :4 (M-15) excluding steel reinforcement but including centering and shuttering and vibrating the concrete

Bending binding and placing in position steel reinforcement

Extra for Compensation & Royality for Ordinary Earth/Clay taken fron Private land. (CSR Item No. 6.4.a)

Earth work involved in constructing new open flume, A.P.M. or O.S.M. type Outlets with ‘H‘ upto 0.5 m.

Earth work involved in dismantling gullet walls of outlets for adjusting‘Y‘ of A.P.M. or ‘B‘ of open flume outlets With ‘H‘ more than 0.5 m. but upto 0.9 m (CSR Item No. 20.01.C) (i)

Extra labour for dressing of bricks on Open Flume and APM type outlet with ‘H‘ upto 0.5 m.

Adjusting A.P.M. to the correct ‘Y‘ and fixing in position:- Extra over item No. 20.4 In case of new outlets where no dismantling and reconstructing of gullet walls is involved with ‘H‘ upto 0.5 m.

Cement Concrete 1:4:8 mechanically mixed with brick ballast 40 mm using concrete mixer volumetric type.

First Class burnt Brick work laid in CSM 1:4 in foundation & Plinth.

Dry brick on edge paving sand grouted over 50 mm thick earth and mud plaster.

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.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needle vibrator but excluding steel reinforcement and centring-shuttering in foundation & plinth complete in all respect.

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- 1976 for Patrolling and Non Patrolling Bank (0.40 ft- 12.2 cm (min wt 76 kg))

First class burnt brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level. (CSR item no. 11.10)

Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond complete in all respect (CSR item no. 14.19)

Laying Cement plaster 10 mm thick in 1:3 CSM (CSR item no. 15.8)

Supply,bending and fixing of Rungs, as per IS code 3873-1993 (CSR item no. 19.17)

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 with Bt = 0.20 ft= 6.1 cm (min wt 65 kg)

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 with Bt = 0.25 ft= 7.6 cm (min wt 68 kg)

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 with Bt = 0.32 ft = 9.9 cm (min wt 72 kg)

Dismantling of Old Bridge (RCC Main Slab)

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

Earth work in Excavation in of foundation of structure as per drawing and technical specification , including setting out, construction of shoring and bracing , removal of stumps and other deleterious matter (DEPTH UP TO 3 MTR)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. (PCC M-15 Grade)

Furnishing and placing reinforcement / prestressed cement concrete RCC M-25 in sub-structure height upto 5 mtr using Using Batching Plant, Transit Mixer and Concrete Pump including centering and shuttering complete as per drawing Technical specifications .

Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-25 for solid slab for super-structure including shuttering & centering by Using Batching Plant, Transit Mixer and Concrete Pump including centering and shuttering as per Drawing and Technical specification

Reinforcement Cement concrete Approach Slab using M-30 GRADE concrete including Reinforcement and form works complete as per drawing and technical specification

Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.

Suppling fitting & placing uncoated HYSD bar Reinforcement in sub structure complete in drawing and technical specification

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

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

Filling expansion joints with special bituminous material of size 20 mm wide

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia discharge GI light grade pipe (for Bridges)

Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 as per clause 6.9 of IRC 67-2012 for retro reflective sheeting

Informatory sign board 800 x 600 mm square as per IRC 67 - 2001 with retro reflective high intensity microprismatic gradecomplete as per technical clause 801 MORT&H specifications.

Mandatory sign board 900 mm circular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade complete as per technical clause 801 MORT&H specifications

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade as per clause 801 of MORT&H specifications

Rehandling of E/work (CSR chapter 6 note no.2 )

Earthwork excavation in ordinary soil, exclusive of compensation of earth:- Extra for pudding work.

Filling of contraction / construction joints with sealing compound to be applied hot after applying primer coat, complete in all respect.

Any Other Item

GURINDER PAL SINGH CONTRACTORS (BID ID -610395)