Estimate for Construction of Sohelewala disty (Concrete lining) including Pucca Structure (Slice RD 13400-29600)

E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth) (CSR Item no. 19.19-a)

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)

Shuttering for faces of concrete foundations and foundation beam & 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 & 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.(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 expansion joints with special impervious hot pour 12.5 mm wide. (CSR item no. 19.16)

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

Supply and fixing distance Marks.

Providing boundary pillars.

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)

Earthwork excavation in ordinary soil, exclusive of compensation of earth i/c extra for puddling work (CSR item no. 6.2-f)

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 and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. (CSR item no. 6.6) )

Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling wuth excavated surplus soil. In ordinary soil by mechanical means, depth upto 3mtr. (CSR item no. 21.1-B/a)

Excavation in soil using J.C.B and Hydraulic Tractor trolley with disposal with an avg. lead 0.52 km i/c 0.44 Km katcha including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirement of grades and X-Sections and Transporting to the embankment locations with all lift and leads (CSR item no. 19.38-(a,b,c) )

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 0.55 Km i/c first 0.27 Km katcha with all lifts and leads (CSR item no. 19.38-(a,b,c) )

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 450 m with all lifts and leads (CSR item no. 19.38-(a,b,c) )

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

Laying Plain Cement Concrete 1:3:6 (M-10) nominal mix in foundation with crshed 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)

PCC M-15 cement concrete in sub-structure complete as per drawing and Technical specifications height upto 5m (CSR item No. 21.32 (a-i))

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. (CSR Item No. 10.20)

Furnishing and placing reinforcement / prestressed cement concrete RCC M-20 in super-structure complete as per drawing Technical specifications height upto 5 mtr using Batching plant, Transit mixer and Concrete Pump (CSR Item no: 21.32 (E/a/ii).

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 plant, Transit mixer and Concrete Pump (CSR Item No. 21.32-F/a/ii)

Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-25 for solid slab by using concrete Mixture ht.upto 5 m as per Drawing and Technical specification using Batching Plant, Transit mixer and concrete pump including shuttering & centering, height upto 5m. (CSR item no. 22.1 (B.2-a (i) )

Furnishing and placing reinforcement / prestressed cement concrete RCC M-30 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using Batching plant, Transit mixer and Concrete Pump. (CSR Item No. 21.32-G/a/ii)

Supplying, fitting and placing HYSD bar reinforcement in substructure 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)

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-a)

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)

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)

Providing, Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects. (As per Dewatering Plan attached) (CSR Item No. 25.4)

Making bore and installation of pumping set for dewatering arrangements complete in all respects. (CSR item no: 25.5) as per Dewatering Plan attached)

Filling Stone or Spall (CSRItem no 23.44-b)

Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) For open dewatering (CSR item no. 25.6)

Providing And Fixing ISA 75 x 75 x 10 mm (CSR 18.1)

Providing And Fixing Railing Pipe 1.5inch dia (CSR 18.1)

Stone Block Pitching on Horizontal (CSR item no.23.42 a)

Stone Block Pitching on Slopes (CSR item no.23.42 b)

Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates. (CSR item no.22.23 b)

Filling Empty cement bags with good earth and laying in position in wet condition including supply and carriage of Ec bags and good earth and cost of material such as string etc complete in all respect ( for bundh) (CSR item no. 23.27)

Filling Empty cement bags with good earth and laying in position in dry condition including supply and carriage of Ec bags and good earth and cost of material such as string etc complete in all respect ( for bundh) (CSR item no. 23.26)

Removing Hume Pipes 600 mm to 900 mm dia (CSR item no. 8.27 c)

Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outlets With 'H' Up to 0.5 m. CSR ITEM NO. 20.1-d (i)

Earth work involved in constructing new O.F., A.P.M. or O.S.M. type outlets With 'H' more than 0.5 m. but upto 0.9m CSR ITEM NO. 20.1-d (ii)

Extra Labour for dressing bricks On O.F. and APM type outlets With 'H' Up to 0.5 m. CSR ITEM NO. 20.10 (i)

Extra Labour for dressing bricks On O.F. and APM type outlets With 'H' more than 0.5 m. but upto 0.9m CSR ITEM NO. 20.10 (ii)

Adjusting APM to the correct 'Y' and fixing in position, In case of new outlet where no dismantling and reconstructing of gullet wall is involved. (CSR item no. 20.4-a)

First Class Burnt Brick work laid in cement sand mortar 1:3 in foundation and plinth (CSR item no. 11.9)

Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. (CSR item no. 9.8)

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= 6.1 cm (min wt 65 kg)(CSR item no. 20.15-ii)

Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making as per ISI specifications no. 7986-976 with Bt = 0.32 ft= 6.1 cm (min wt 65 kg)(CSR item no. 20.15-iii)

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 = 0.50 ft= 6.1 cm (min wt 65 kg)(CSR item no. 20.15-v)

Earthwork involved in dismantling Open flume, APM or OSM type Outlets (including excavation, refilling, consolidation and dressing) with H upto 0.5 m (CSR item no. 20.1-i)

M/s SP Construction Company