Constructing V R Bridge on Jalalabad Mauzam Drain at RD 77600 connecting village Chak Kherewala To Village Paliwala

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 Disposal/carraige from 0 upto 3km (CSR Item No. 19.38 (a))

Rehandling of Earthwork (CSR Item No. 19.38(a))

Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position For plates and trussed girders etc. for bridge of span more than 15 metres but upto 30 mts. Span including cost of all machinery i.e hydra crane etc (CSR Item No. 18.3 (b))

Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete

Making 17.5mmø holes in Cutting edge for Steining rods(CSR Item no. 26.2)

Threading to Steining rods

Supply ofBolt, Nuts & washers (CSR Item no. 18.15)

Sand Filling in Wells complete as per Drawing and Technical Specifications.

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Well Curb RCC Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump(CSR Item No. 21.11 B vi ii)

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Well steining RCC Grade M20 Using Batching Plant, Transit Mixer and Concrete Pump(CSR Item No. 21.11 B ii II)

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Bottom Plug PCC Grade M15+10% Extra Cement Using Batching Plant, Transit Mixer and Concrete Pump(CSR Item No. 21.11 C*)

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification.Top Plug PCC Grade M15 Using Batching Plant, Transit Mixer and Concrete Pump(CSR Item No. 21.11 Ei)

Plain/Reinforced Cement Concrete, in Well Foundation complete as per Drawing and Technical Specification. Well Cap RCC Grade M25 Using Batching Plant, Transit Mixer and Concrete Pump(CSR Item No. 21.11 F ii)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 Height upto 5m Using Batching Plant, Transit Mixer and Concrete Pump(CSR Item No. 21.32 F ii)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M25 Height 5m to 10m Using Batching Plant, Transit Mixer and Concrete Pump(CSR Item No. 21.32 F ii)

Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC Grade M25 Using Batching Plant, Transit Mixer and Concrete Pump For Solid slab super structure including centering and shuttering Height 0 to 5m (CSR Item No. 22.1 B a i)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 Using Batching Plant, Transit Mixer and Concrete Pump For Height 0m to 5m (CSR Item No. 21.32 E I ii)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 Using Batching Plant, Transit Mixer and Concrete Pump For Height 5m to 10 mtr (CSR Item No. 21.32 E I ii)

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.(CSR Item No. 10.15 )

Furnishing and Placing Reinforced/ Prestressed cement concrete in super structure as per drawing and Technical Specification RCC Grade M 30-For Solid slab super-structure including centering and shuttering. using Batching Plant, Transit Mixer and Concrete Pump (22.1 C a i )

25 mm thick cement plaster 1:2 in 2 coats work (CSR15.31)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation . (CSR Item no.21.4)

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 25mm dia, 450mm long at expansion joints filled with pre-moulded asphalt filler board, key edto the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH- 33022/1/94DOIII dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by theEngineer, all as specified-with concrete mixture. CSR item no (22.12 A)

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 Item 18.18)

Providing weep holes in Brick masonry/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 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.(CSR Item no. 21.35)

Providing and laying filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall/return wall to the full height compacted to a firm condition complete as per drawing and Technical specification.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification.(CSR Item no. 21.36 B)

Extra for compaction laying earth/fly ash as per specifications in 20 cm.Layer. 24.5 b I,ii,iii

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)]

Providing and fixing tar paper bearing abutment cap rubbed smooth. Specification - 4mm thick with 6x4 feet roll NS

First class burnt brick work laid in cement sand mortar 1:7 in first storey upto 4 metres above plinth level.(CSR Item no. 11.2 (i) )

Dismantling brick work tile, masonry or tile lining In cement. (CSR Item no. 8.5 b )(same as item no. 23)

Scraping Tiles dismantled from the work in lime or cement.(CSR Item no. 8.31 G)

Sinking of 6 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.The rate inclusive of dewatering.(CSR Item 21.12 A )(i) Depth below bed level upto 3.0m

(ii) Depth 3.0m to 10.0m below bed level

(iii) Depth upto 11.0m below bed level

(iv) Depth upto 12.0m below bed level

(v) Depth upto 13.0m below bed level

(vi) Depth upto 14 m below bed level

(vii) Upto 15.0m below bed level

Sinking of twin D type well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.The rate inclusive of dewatering.(CSR Item 21.19 A ) (i) Depth below bed level upto 3.0m

(ii) Depth 3.0m to 10.0m below bed level

(iii) Depth upto 11.0m below bed level

(iv) Depth upto 12.0m below bed level

(v) Depth upto 13.0m below bed level

(vi) Depth upto 14 m below bed level

(vii) Upto 15.0m below bed level

Making bore and installation of pumping set for dewatering arrangements complete in all respects.(CSR Item no. 25.5)

Providing,Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects.(CSR Item no. 25.4 )

Making dewatering arrangement by pumping set 4'' *4'' (Tractor driven) Open Dewatering (25.6)

First class burnt brick work laid in mud mortar in foundation and plinth for dead wall(CSR Item no. 11.23)

Dismantling brick work tile, masonry or tile lining In mud. Dead wall(CSR Item no. 8.5 d )

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges).(CSR Item no.22.8 B)

Painting two or more coats with synthetic enamel paints in all shades on old wood work or metallic or plastered or concrete surface to give an even shade including rubbing down old paint.(CSR Item no.16.18 B)

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

Providingandfixing 110mmdia.U.P.V.Crain water pipe of 2.5 kgf./sqm as per IS:4985 including jointing duringmasonary complete as per specifications and to the entire satisfaction of Engineer-in-charge

Filling Empty cement bags with good earth and laying in position in water 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)

First class burnt brick work laid in cement sand mortar 1:4 in first storey up to 4 metres above plinth level.

12.5 mm thick cement plaster 1:3 (csr 15.8)

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.

Any Other Item

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