Estimate Of Concrete Lining of Sodhiwala Disty From RD 33000-44500 Including Construction of V.R.Bridge At RD 38500, 40000 and V.R.B Cum Fall At RD 44500

Amount

Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and with all lifts and leads of 3 km

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)

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.

E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing ( depth excedding from 1.5 mtr but upto 3 mtr depth) CSR item no. 19.19(b)

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 foundation and foundation beam and plinth beam (vertical or battering) CSR item no. 9.1

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.CSR item no. 19.12

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 Paver)CSR item no. 19.40

Providing and laying cement concrete (M-15) for coping 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.

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 special impervious hot pour as per technical specification (CSR item no. 19.16)

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

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

Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing 0 to 1.5 m depth CSR item (19.19) ((a))

Earth work for outlet:-Earth work involved in dismantling Open flume,A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing ) With H more than 0.5 m but upto 0.9 m CSR (20.1) (b)(ii)

Earth work involved in dismantling gullet walls of outlets for adjusting ‘Y‘ of A.P.M. or ‘B‘ of open flume outlets:-((ii)) With H more than 0.5 m but upto 0.9 m(20.1) (c)(ii)

Adjusting A.P.M. to the correct Y and fixing in position:- Extra over item No. 20.4 In case of old outlets where dismantling and reconstructing of gullet walls is involved including change in width of gullet i.e. ‘B‘ of the outlet upto 30 m.m. (20.4)((c ))

Extra labour for dressing bricks On O.F. and A.P.M. type outlets With H more than 0.5 m but upto 0.9 m CSR (20.1)(ii)

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 specifications no. 7986-1976 ((iv)) 0.40 ft= 12.2 cm (min wt 76 kg)CSR -20.15 (iv)

Cement concrete 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type for outlets CSR (10.12)(a)(ii)

(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 for outlets.

BRICK WORK for outlets First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth csr 11.9

STEEL AND IRON WORK for outlets 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 CSR (18.18)

CENTRING AND SHUTTERING for outlets Centring and shuttering for slab of culverts for vent height up to 3.00 mtr CSR 9.11

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

Earth work excavation in ordinary soil, exclusive of compensation of earth:- for pudding work CSR item no. 6.2(f)

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

PCC M-15 cement concrete in open foundation complete as per drawing and Technical specifications using batching mixture height upto 5 mtr CSR item no. 21.7

Furnishing and placing reinforcement / prestressed cement concrete RCC M-30 specifications height upto 5 mtr using batching Mixer including centering and shuttering.0 in sub-structure complete as per drawing Technical (CSR item no. 21.32 G/ii)

Furnishing and placing reinforcement / prestressed cement concrete RCC M-30 in super-structure complete as per drawing Technical specifications height upto 5 mtr using batching Mixer for solid slab including centering and shuttering. CSR item no. 22.1 c (a)(i)

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. CSR item no. 22.12

Suppling fitting & placing uncoated HYSD bar Reinforcement in Foundation complete in drawing and technical specification 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 weep holes in Brick masonary/plain /reinforced concrete abutment wing wall/return wall with 100 mm dia PVC pipe, Extending through the full width of the structure with slope of IV:20H towards drawing and technical specification (CSR item no:21.35)

Filling expansion joint with special impervious hot pour 20mm wide 375 mm deep

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)

R.C.C M30 in open Foundation complete as per drawing and specifications.(C.S.R 21.7 G ii)

Dismantling of Old Bridge (RCC Main Slab) (CSR item no. 8.6-e)

Dismantling brick work, tile masonry or tile lining (in cement mortar). (CSR item no. 8.5-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

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.

Furnishing and placing reinforcement / prestressed cement concrete RCC M-25 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using batching Mixer including centering and shuttering.(CSR item no. 21.32 F/ii)

R.C.C M30 in open Foundation complete as per drawing and specifications. (C.S.R 21.7 G ii)

Preparing, watering and ramming surface for laying concrete. C.S.R. No. 10.35b(i)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (CSR item no. 21.4)

Reinforced cement concrete M-20 complete as per drawing and Technical Specifications height upto 5 Mtrs using batching mixer (CSR item no. 21.32 E/ii)

Supply and laying dry brick ballst as graded filter beneath CCM blocks (CSR item no.10.30)

Supply and Laying of Sand

Laying 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

Laying R.C.C. 1:1.5:3 (M-20) excluding steel reinforcement but including centering and shuttering and vibrating the concrete (precast concrete )

Bending binding and placing in position steel reinforcement

Any other

M/s Rajinder Kumar Co.