Estimate For Cement Concrete Lining Of Southern Distributary ( With 20 Percent Enhancement) Slice Rd 39500-45500 Including Pucca Structure

Ordinary Jungle Clearance of both banks running Minor (Discharge upto 9 Cum] (CSR Item no. 26.24-a)

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

Dismentling of Coping (CSR item no. 8.5(b))

Rubbing and cleaning the surface of Existing Brick lining (to be used as sub grade) in side slope bymeans of wire brushes, water& air applied under pressurethrough nozzle to get rid of dirt , sand etc deposited on itcomplete in all respect asper specification andinstruction of engineer(C.S.R19.29 Labor of racking Taking reference of passed estimate of R.F lining )

Extra for Compaction of earth including laying earth in 20cm layers, watering and rolling to specifications (CSR Item no.24.5)

E/work for lip cutting for lining of irrigation Channels inclusiveof all allowances, lead anddressing (up to 1.50 mtr depth) (CSR item no. 19.19 a)

E/work for lip cutting for lining of irrigation Channels inclusiveof all allowances, lead anddressing (up to 1.50 mtr to 3.0 mtr depth) (CSR item no. 19.19 b)

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 Toe wall & Sleeper ) CSR ITEM NO. 6.6

Cement concrete lining 100 mm. thick or less (76.2 mm) laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (CSR Item No 19.36)

Without mechanical concrete paver (Manually )(From height 2 mtr to 3.5 mtr) (CSR Item No 19.36 B)

Without mechanical concrete paver( Manually )(From height upto 2 mtr) (CSR Item No 19.36 A)

M-15 in open Foundation (toe wall )complete as per drawing and specifications. (C.S.R 21.7 a)

Providing and laying in position design mix M-10 concrete 50.8 mm/100 mm thick below damage portion of brick lining both in bed and side slope Mixing By Mechanical Means using concrete mixer Csr 10.12

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.ch-3 M-73

Filling Construction/Contraction with sealing compound including supply and carriage of material complete in all respects.

Constructing & fixing New outlets.

APM TYPE

Supply and fixing distance Marks.

Providing boundary pillars

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

Providing Safety Ladder on Side slope of lining in Cememt concrete M-15 near Pucca Structure (C.S.R 21.7 a ii)

Providing and Laying Cement Concrete (M-15) for Coping Mixed in automatic computerized batching and Mixing Plant and transported to site in Transit Mixer including Supply and Carriage & loading unloading of all material complete in all respect as per Pwd Specification and Engineer in Charge CSR item 19.40

Laying LDPE film of 200 micron in toe wall including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge . (CSR ch-3 M-73)

Excavation in soil using J.C.B and Hydraulic Tractor trolley with disposal with an avg Total lead 1.63 km 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 19.38

Excavation in Soil (any type) 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 6.19)

Silt clearance of channels undressed and disposal of the same complete in all respect, as per instructions of the Engineer incharge including all leads & lifts, loading & unloading at proper place to be arranged by the agency/contractor himself.(CSR 19.38)

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

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( CSR 21.1B)

DEPTH UP TO 3 MTR

DEPTH ABOVE 3 MTR AND UPTO 6 Mtr

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

PCC M-10 Cement Concrete in Foundation Complete as perdrawing and technical specification using mixture. (CSR Item No. 10.12 )

R.C.C M25 in open Foundation complete as per drawing and specifications. (C.S.R 21.7 E ii)

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

Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-30 for solid slab by using batching plant transit mixer and concrete pump Mixture ht.upto 5 m as per Drawing and Technical specification including shuttering & centering (CSR item no. 22.1 (c (i) )

Reinforcement Cement concrete Approach Slab using M-30 GRADE concrete including Reinforcement and form works complete as per drawing and technical specification

Providing and fixing drainage spout complete as per drawing and Technical specification. (C.S.R 22.8 A)

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 TechnicalSpecifications. CSR item 21.35

Provision of an Reinforcedcement concrete crash barrier at the edges of the Bridge,road,approaches to bridge structures andmedians,constructed with M-40 gradeconcrete , with HYSD reinforcement conforming toIRC:21 dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt fillerboard,keyed to the structure on which it is built and installed as perdesign given in the enclosure to MOSTcircular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed bytheEngineer, all as specified-with concrete mixture(C.s r 22.12 a)

Providing and filling joint sealing compound as per drawing and Technical specifications with coarse sand and 6 % bitumen by wight -10 mm depth(CSR item 22.15 iv)

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 a

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 forretro reflective sheeting (CSR Item No 24.44 a)

Informatory sign board 800 x600 mm square as per IRC 67 - 2001 with retro reflective high intensity microprismatic gradecomplete as pertechnical clause 801 MORT&H specifications.(CSR Item 24.46 A)

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. (CSR item No 24.45 a)

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 . (CSR item No 24.48 c)

Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade as per clause 801 of MORT&H specifications CSR item No 24.51 a

Providing & Fixing Delinator (CSR item No 24.66)

Providing & Fixing Cat Eye(CSR item No 24.65)

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

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 )

LINING

Dressing of Toe Wall ,damage side slope and bed portion and preparation Surface complete in all respect as per PWD specifications and engineer-in-charge. (CSR item No 19.2)

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes (CSR item No 19.12)

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

HOISTING, ROOFING AND WATER PROOFING

(CSR item No 13.54) Extra bitumen painting at 0.69 Kg. per sqm

MAINTENANCE OF CANAL AND DRAIN

(CSR item No 25.4) Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects

(CSR item No 25.6) Making dewatering arrangement by pumping set 4 *4 (Tractor driven)

CENTRING AND SHUTTERING

(CSR item No 9.1) Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

ROAD WORK(24.57) Road Marking with Thermoplastic Compound

(CSR item No 24.57(a)) Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications

BRIDGES- FOUNDATIONS & SUB- STRUCTURE (21.33) Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications. (CSR item No 21.33)

BRIDGES - SUPER STRUCTURE & PROTECTION WORK Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.(CSR item No 22.2)

Mycon Infrastructure

Pithadai Construction PVt. Ltd.