Estimate for Concrete Lining of Southern Disty ( Slice Rd 69500- 74500) Including Pucca Structures

Ordinary Jungle Clearance of both banks running Minor (Discharge upto 9 Cum [26.24(a)]

Dismantling of brick Masonry in cement

Dismentling of Brick Lining For Toe Wall , side lining & safety ladder (CSR Item No 8.5 b)

Dismentling of Coping (CSR Item No 8.5 a)

Rubbing and cleaning the surface of Existing Brick lining (to be used as sub grade) in side slope by means of wire brushes, water & air applied under pressure through nozzle to get rid of dirt , sand etc deposited on it complete in all respect as per specification and instruction of engineer (CSR Item No 19.29)

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)

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 inclusive of all allowances, lead and dressing (up to 1.50 mtr depth) (CSR Item No 19.19(a) )

E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing ( 1.50 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 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 100mm. 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)

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) )

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

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 Item No 10.12)

Extra Bitumen painting at 0.69 kg/sqm (as per IS 3384-1985).(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 Ch 3 M 73)

Filling Expansion joint with special impervious hot pour 12.5mm wide 10mm deep complete in all respect (CSR Item No 19.16)

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

Constructing & fixing New outlets.

APM TYPE

PIPE OUTLET

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 Tractor 24 HP for running 4 x 4 inch pumping sets for open dewatering (CSR Item No 25.6)

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)

Providing Safety Ladder on Side slope of lining in Cememt concrete M-15 near Pucca Structure (C.S.R 21.7 G 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 No 21.7 A)

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

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 Item No 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 Item No 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 Item No 19.38)

Providing & fixing in position of flat/wedge seal including preparation of surface complete in all respects and to entire satisfaction of Engineer in charge.(75 mm dia x 10 mm th.) (CR 20(i))

Providing of hollow bulb seal & fixing in position including preparation of surface complete in all respects and to entire satisfaction of Engineer in charge. (100/44) (CR 19(i))

Supply, Providing and fixing of Stainless steel Bolts & nuts (for seals of all types) with washer of all sizes and length required as per sample / drawing / direction of Engineer-In charge complete in all respects. (CR 14)

MS Housing Cover with worm and worm wheel assembly, shaft, handle, gun metal bush with triple start threading inside complete in all respects upto 1.5 Ton capacity (CR 48)

Supply of spindle for hoist machanism including threading and machinning complete in all respects and to entire satisfaction of Engineer in charge 55mm dia (CR 61(i))

Supply and fixing of spindle cover (CR 63)

Providing & fixing clamp plate, complete in all respects. (CR 56)

Painting of gate leaf with primer coat and two coats with Anti corrosive Bitumastic paint to give an even shade with special quality paint. (CSR 16.20 & 17)

Painting two coats with ready mix synthetic enamel paints over one coat metal primer(CSR 16.20 & 17)

Providing and fixing Skin Plate 8 mm (CR 57)

Providing and fixing ISMC

Providing and fixing ISA 65X65X6mm @ 5.8 Kg/m

Supply of multi purpose Synthetic hetiv grease (CR 31)

Supply of Diesel -MR

Supply of Mobil Oil (CR 32)

Providing and fixing of chequred plate

Providing and fixing M.s Plate i.e Stiffner Plate, , Top Base Plate, bottom base plate, ladder base plate, Square bar, flat plate Etc

Providing and fixing ISMB 250x125 mm @37.3kg/meter

Providing and fixing 50 Nb Pipe

Fixing and Holding the gate with the help of 35 tonne capacity crane. (CSR 2.13)

Providing and fixing Sqaure hollow section

Providing and fixing Stainless steel flat, complete in all respescts. (CR 53)

Providing and fixing ISST 150*75 MM @15.7 KG/M

Providing and fixing ISMB 200X100 mm @25.4kg/meter

Commisioning & testing of Gates at site complete in all respects and to entire satisfaction of Engineer In charge. (CR 30)

Providing and fixing M.S. Shaft up to 6ft long 1.5 inch dia with adjusting coupling complete.( 55mm dia) (CR 50.1)

Drilling/Boring hole including rimming complete in all respects and to entire satisfaction of engineer in charge (CR-2)

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 21.1 B)

DEPTH UP TO 3 MTR-A

DEPTH ABOVE 3 MTR AND UPTO 6 Mtr-B

DEPTH ABOVE 6 MTR AND UPTO 9 Mtr-C

PCC M-10 Cement Concrete in Sub Structure Complete as per drawing and technical specification using mixture. (CSR Item No. 21.4 )

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

R.C.C M20 in open Foundation complete as per drawing and specifications. (C.S.R 21.7 C ii)

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

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

RIVER AND CANALPROTECTION WORK

23.29) Weaving wire netting for wire crates including binding sides and partitions to make crate of 15 cm x 15 cm or 25 cm x 7.5 cm mesh.

(23.32) Filling stones or spalls into crates and hand packing (Labour)

23.33) Tipping wire crates including equipment.

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete (CSR item no. 18.18)

Excavation in soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment location with combined lead 450 metres with all leads and lifts CSR item no 19.38a,b,c

Sand Filling in Foundation Trenches as per Drawing & Technical Specification 21.3

Brick Ballast filling under blocks and in Jharis

Supply and Carriage of boulder as per dept specifications. (CSR Ch-3 M-1(iv))

Mycon Infrastructure

SCC Infrastructure Pvt. Ltd