Estimate for Reconstruction of New Tarmala Link by concrete Lining RD 11650-23099

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. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.

Disposal/ Carriage from 0 TO 450 M

Disposal/ Carriage additional beyond 450 m upto 1Km

Disposal/ Carriage for every additional Km upto 3Km

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) (CSR item no. 6.6)

Dressing bed and preparation of sub grade for lining, complete in all respect as per drawings, designs, spwcifiction and instructionws of Engineer in charge.

Excavating conglomerate for drains and bed sleepers under the lining (CSR item no. 19.10)

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 up to 30m. (CSR item no. 6.19)

Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. (CSR item no. 24.5 b (i+ii+iii))

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

Compaction complete in all respect as per drawings designs, specification and instructions of Engineer in charge

Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge

Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge

Extra for rolling to specifications. Complete in all respect as per drawings, designs, specifications and instructions of Engineer-in-charge.

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

Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge. (CSR item no. 19.2)

Centering & shuttering for faces of walls, partitions, retaining walls & the like (vertical or bartening including pillastering, buttresses etc. when curved)

Putting 1:3 (Cement Water) Cement water slurry 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.

Dag belling for Single kassi stroke minimum 7.5 cm depth. Complete in all respect as per drawings, designs, specifications and instructions of 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 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 concrete paver

Providing and laying cement concrete (M-15) for coping & Sleepers mixed in automatic computerized batching and mixing plant and transported to the site in tr0ansit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.

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.(CSR item 13.54)

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. (CSR item no. 3/M-73)

Filling Construction/Contraction joints with sealing compound including supply and carraige of material complete in all respects. (CSR item no. 24.61-b)

Filling expansion joints with special impervious hot pour 12.5 mm wide. (CSR item no. 19.16)

Ordinary Jungle Clearance of both banks running Minor having Discharge up to 1.5 Cum/s [CSR item no. 26.24-a]

Dismantling of brick Masonry in cement (CSR item no. 8.5-b)

Supply and fixing distance Marks.

Providing boundary pillars.

Making sirki sarkanda temporary godown (3Mx3M) with walls 2.5 Mtr. height 1.5 brick thick burnt bricks laid dry excluding the cost of bricks but i/c the cost of other material.

RECONSTRUCTION OF VR BRIDGES

Dismantling of Old Bridge (RCC main Slab )

"Dismantling brick work tile, masonry or tile lining (CSR item no. 8.5-b)"

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 excavated surplus soil. (CSR item no. 21.1 B)

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 with disposal/carraige from 0 upto 450m (CSR item no. 19.38-a)

Excavation of soil using hydraulic Excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to the embankment locations with combined lead 2.11 Km i/c first 2.11 Km Katcha with all lifts and leads (CSR item no. 19.38-(a,b,c) )

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (21.36 B)

Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications. (CSR item no. 24.5/b)

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

PCC M-15 cement concrete in sub-structure complete as per drawing and Technical specifications using concrete mixture (CSR item No. 21.32 (a))

Plain/Reinforced cement concrete in open foundatio complete as per drawing and Technical Specifications RCC grade M 25 using Concrete Mixer including centering and shuttering. (CSR Item No. 21.7-E/i)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC grade M 25 height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.32-F/a/i)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC grade M 30 height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.32-G/a/i)

Furnishing and placing reinforcement / prestressed cement concrete RCC M-25 in super-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer for solid slab including centering and shuttering. (CSR Item No. 22.1-B/a/i)

Furnishing and placing reinforcement / prestressed cement concrete RCC M-40 in super-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer for railing including centering and shuttering. (CSR Item No. 22.1-E/a/i)

Supplying, fitting and placing HYSD bar reinforcement in sub?structure complete as per drawing and Technical Specifications. (CSR item no. 21.33)

Providing and fixing 160 mm dia PVC pipe for service duct single socketed (working pressure 4 kgf / cm²) (CSR item no. 13.74-ii)

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. (CSR item no: 16.17 )

Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface (CSR item No. 16.31 )

Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications (CSR Item No. 24.61 (b)]

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) (CSR Item no. 22.8-B)

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 Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

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 Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012.

Advance Direction sign board 1200x1200mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per clause 6.9 of IRC 67-2012 for retro reflective sheeting &a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade as per clause 801 of MORT&H specifications Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

Credit of steel

Credit of brick work

REINSTALLATION OF OUTLET (LEFT+RIGHT)

E/W involved in constructing new O.F,A.P.M. or O.S.M. type outlets with 'H' up to 0.5 m

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' up to 0.5m

Earth work involved in dismentaling open flume, A.P.M or OSM . type outlets with 'H' up to 0.5m

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

First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.

Extra labour for dressing bricks on O.F and A,P.M Outlet with H upto 0.5m

RCC M-20 in superstructure

Centering&Shuttering for flat surfaces such as roofs, landings, chajjas, shelves etc.

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.

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.

Adjusting APM to the correct Y and fixing in position

Cement concrete 1:4:8 with brick ballast, hand mixed including supply, carriage, loading and unloading of all material at site complete in all respect

RECONSTRUCTION OF GAUGE WELL

Earth work in excavation in foundations, 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 sides of trenches, stacking the excavated soil clear from the edge of excavation.

Laying cement concrete in 1:3:6 with stone ballest or shingle with machine mixed

10 mm thick cement plaster 1:4 on wall

RECONSTRUCTION OF TAIL CLUSTER

Any other item

VARSHA CONSTRUCTION CO (BID ID -606919)