Estimate of Concrete Lining of Pindi Minor From RD 14000 -30247 Including Construction of V.R.Bridge At RD 18245 Fall At RD 25600

Amount

Excavation in soil using J.C.B and Hydraulic Tractor trolley with disposal with an avg. lead 5.0 km and last 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)

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. (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 mtr depth) (CSR item no. 19.19-a)

Rehandling of earth work with average lead 30 mtr complete in all respect, as per instruction of the engineer incharge. The work maye be executed manually or by machinery. (CSR Item No Ch-6 Note 2)

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) (CSR item no. 9.3)

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 60mm 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 transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.

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)

Plain cement concrete 1:4:8 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. 10.11/b/ii)

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)

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]

Constructing & fixing New outlets. Non petroling bank

Constructing & fixing New outlets. Petroling bank

Supply and fixing distance Mark

Supply and fixing distance

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 dressing of sides and bottom and backfilling with excavated surplus soil. In ordinary soil( CSR 21.1 (B) Mechanical Means DEPTH UP TO 3 MTR

PCC-15 plain/ Reinforced Cement Concrete in open Foundation complete as per drawing and specifications. (C.s.r -21.7 a)

Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-30 in Sub Structure by using concrete Mixture ht.upto 5 m as per Drawing and Technical specification including shuttering & centering (CSR item no. 21.32 (G/a (ii) )

Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-25 in Sub Structure by using concrete Mixture ht.upto 5 m as per Drawing and Technical specification including shuttering & centering (CSR item no. 21.32 (F/a (i) )

Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-30 in super structure by using concrete Batching Mixing plant ht.upto 5 m as per Drawing and Technical specification including shuttering & centering (CSR item no. 22.1 (c (i) )

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 weep holes in brick masonry/Reinforced concrete abutment, wing wall/return wall with 100 dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Drawing and Technical Specifications.

Provision of an Reinforced cement concrete crash barrier at the edges of the bridge , road , approches to the bridge structure and medians constructed with m-40 grade concrete as per dimension in PWD Standard Drawing No. 27 Section Including steel reinforcement and at location directed by the Engineer all as specified with batching plant mixture (C.s r 22.12/a)

Providing and fixing 160mm dia pvc pipe for service duct single socketed (working pressure 4 kgf/cm² CSR 13.74-ii)

Providing and filling expansion joint with special impervious hot pour 20mm wide 375 mm deep

Suppling fitting & placing uncoated HYSD bar Reinforcement in Foundation complete in drawing and technical specification CSR Item No 21.33

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.

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 .

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

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 )

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

Reinforced cement concrete M-25 complete as per drawing and Technical Specifications height upto 5 Mtrs using concrete mixer (CSR item no. 21.32 F/i)

Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber,applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. (CSR item no. 24.11-ii)

Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber,applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (CSR item 24.12-ii)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base i/c clearing of road surface and spraying primer @ 0.85 kg/sgm using mechanical means.(CSR item 24.15)

Providing and applying tack coat with bitumen emulsion using bitumen pressure distributor @ 0.25 kg/sgm on the prepared bituminous/granular surface cleaned with mechanical broom. (CSR item 24.16-a)

Providing and laying dense bituminous macadam (50mm) with 100-200 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder, tansported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired density.(CSR item 24.20-b)

Providing and laying semi dense bituminous macadam(25 mm) with 100-200 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder, tansported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired density.(CSR item 24.21-b/i)

Supply and laying dry brick ballst as graded filter beneath CCM blocks

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 5 Km i/c first 0.2 Km katcha with all lifts and leads (CSR item no. 19.38-(a,b,c) )

Any Other Item

M/s Rajinder Kumar Co.