Unit Rate for M & R and Restoration work of Canal & Dam under Juridiction of Ukai Left Bank Canal Inv.Dn No.2, Valod at Valod

Name of Work:Unit Rate for M & R and Restoration work of Canal & Dam under Juridiction of Ukai Left Bank

Canal Inv.Dn No.2, Valod at Valod

Approved rate statement

Rate for South Zone Circle

Dismentalling the existing stone masonry

including sorting out and stacking the useful

materials and removing the debries and making

1 good the damage etc. complete as directed.

(a) In lime mortar. m

(b) In cement mortar m

Dismentalling the existing brick masonry

including sorting out and stacking the useful

materials and removing the debries and making

2 good the damage etc. complete as directed.

(a) In lime mortar. m3

(b) In cement mortar m

(c) In mud mortar. m

Dismentalling the existing foundation concrete

including disposing the dismentalled stuff

including sorting out and stacking the useful

materials and removing the debries and making

3 good the damage etc. complete as directed.

(a) In lime concrete. m

(b) In cement concrete. m

(c) R.C.C for super structure. m

Dismentalling the R.C.C. work & disposing off

the stuff including stacking of the useful

materials etc. complete as directed.

4 (a)Light reinforcement. (Main bar up to 16 mm

(b)Hevy reinforcement. (Main bar above 16 mm

Dismentalling the existing R.C.C.pipes of the

following diameter including sorting out and

stacking of the useful materials including

refilling the trenches etc. complete as directed.

(a) 225 mm to 400 mm dia. m

Rate for South Zone Circle

(b) 450 mm to 600 mm dia. m

(c) 650 mm to 900 mm dia. m

(d) 1000 mm to 1200 mm dia. m

(e) above 1200 mm dia. m

Dismentalling the rubble pitching including

sorting out and stacking of the useful materials

11 on site including removing the rubbish etc.

complete as directed.

(A) With cement /Lime Mortar of any proportion.

(a) 23 cm thick. m

(b) 30 cm thick. m

(c) 45 cm thick. m

(d) 60 cm thick. m

(B) Dismentalling dry rubble pitching.

(a) 23 cm thick. m2

(b) 30 cm thick. m

(c) 45 cm thick. m

(d) 60 cm thick. m

Scrapping out the old plaster & cleaning the

12 surface including scaffolding, racking out the m2

joints 20 mm deep etc. complete.

Dismantalling the C.C. lining including

including disposing off the dismentalled

materials as directed etc. complete.

15 15(a) 7.50 cm thick m2

15(b) 10.0 cm thick m

15 (c ) 15.00 cm thick m

15(d) 20.00 cm thick m

Cutting downs trees of different girths(at

cms above G.L.) including removing & grubbing

roots below ground level within the canal

1 boundry including stacking the wood outside

the canal boundry as directed etc. complete.

(a) Girth above 0.5 m & upto 1.0 m. No.

(b) Girth above 1.0 m. No.

Rate for South Zone Circle

Excavation of canal/drain in all sorts of soils

(including wet and slushy condition of soil)

including yellow, sandy and gravelly soils &

soft murrum including depositing the excavated

stuff in uniform layers in canal banks or in spoil

banks or as and where directed including

dressing the canal section upto lead of

meter and lift shown below including clearing

7 the site, dewatering etc. complete. (manual

operation with dewatering)

(e) for additional depth slab of 1.50m or part

there of beyond 6.0 m.

Extra lead charges for excavated stuff to be

dumped or used in banks for lead beyond

meter as specified in related items (Excavation

By Machinary)(Including Loading & Unloading)

(a) Lead upto 500meter. m3

(b) Lead beyond 500meter & but upto 1Km. m

(c) Basic charges for lead beyond 1km but upto

(d) Basic charges for lead beyond 1 km but

(e) Basic charges for lead beyond 1 km but upto

(f) Basic charges for lead beyond 1 km but upto

(g) Basic charges per km for lead beyond 5 km. m3

Dewatering the foundation trenches during

excavation of canals, drains, foundation

tranches, concrete, masonary etc. till

completion and diversion of surface and sub

surface water by using pumps of suitable

capacity either diesel or electrical driven

including cost of labour, pipelines etc. for

delivery distance beyond 50 meters.

Rate for South Zone Circle

Earthwork in embankment using soil, soft &

hard murrum excavated from approved borrow

16 area/village tanks etc.including breaking clods, m3

dressing to the design section with lead up to

500 meter and all lifts.(By JCB-4CX machinary)

Earthwork in embankment using soil, soft &

hard murrum excavated from approved borrow

area/village tanks etc.including breaking clods,

dressing to the design section with lead up to

1.0 kilometer and all lifts.(By poclane

Compaction of selected soil/hard murrum/soft

murrum in even thickness of 15 to 20 cms

including watering rolling of suitable capacity

etc. complete as directed.

Compaction of selected soil/hard murrum/soft

murrum in even thickness of 15 to 20 cms

including watering temping with suitable hand

rammer etc. complete as directed.

De-silting of canal/drain with lead upto 50 meter

and lift upto 1.50 including dewatering if any

required for following depth etc. complete as

23(A) -For dry condition.

(a) For canals above (500 Cusecs)

(b)For canals between (250 to 500 Cusecs) 7.0

to 14.17cumecs.

(c)For canals between (20 to 250 Cusecs)

(d) For canals below (20 Cusecs) 0.56 cumecs. m3

(e) For every additional lead of every 50 mt. or

part there of. (for canals)

(f) For every additional lift of every 1.50 mt. or

part there of. (for canals)

23(B) - Slushy & Muddy Condition of

(a) For canals above (500 Cusecs)

(b)For canals between (250 to 500 Cusecs)

to 14.17cumecs.

(c)For canals between (20 to 250 Cusecs)

Rate for South Zone Circle

(d) For canals below (20 Cusecs) 0.56 cumecs. m3

(e) For every additional lead of every 50 mt. or

part there of. (for canals)

(f) For every additional lift of every 1.50 mt. or

part there of. (for canals)

Removing and destroying the thick "Gha

Bajariya" from the canal/drain bed under water

pool including cutting, carting it away as

directed and burning the same etc. complete for

all lead and lifts.

24-(A) FOR DRAINS.

(a)Drains having 500 cusecs capacity and

24 (b)For drains having capacity 500 cusces to

(c) For drains below 250 cusecs capacity:- km.

24-(B) FOR CANALS.

(a)Canals having 500 cusecs capacity and

(b)For canals having capacity 500 cusces to

(c) For canals below 250 cusecs capacity:- km.

Removing and destroying the thick "Pan Kutti"

or any other acquatic growth from the

canal/drain bed under water pool including

25 cutting, carting it away as directed and burning

the same etc. complete for all lead and lifts.

(a)Canals/drains having 500 cusecs capacity

(b)For canals/drains having capacity

cusces to 250 cusecs:-

(c)Canals/drains below 250 cusecs capacity:- km.

Desilting of various structures of canals and

26 distribution system including depositing the m3

same as directed with all leads and lifts.

Rate for South Zone Circle

Excavation of canal/drains in all sorts of soils

(including wet and slushy condition of soil)

including depositing the excavated stuff in

uniform layers in canal banks or in spoil banks

30 or as and where directed including dressing the m3

canal section upto lead of 50 meter and all lift

including clearing the site etc. complete (By

machinery for canal/drain maintanance) (up to

1.5 cumecs capacity of canal/drain)

Excavation of canal/drains in all sorts of soils

(dry condition of soil) including depositing the

excavated stuff in uniform layers in canal banks

or in spoil banks or as and where directed

31 including dressing the canal section upto lead m3

of 50 meter and all lift including clearing the

site etc. complete (By machinery for canal/drain

maintanance) (upto 1.5 cumecs capacity of

Clearing the canal land width including

removing the shrub, bushes, cactus, weeds

other vegetation including cutting down trees

34 upot 0.50 mt girth and depositing the removed m2

materials outside the canal land width up to

lead of 50 meter as directed etc. complete.

(Without water pool)

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft &

hard murrum, etc. dry condition including

depositing the excavated stuff in uniform layers

in banks or as directed etc. complete for lead

uo to 1.0 Km and all lifts. (By machinery)

(a) Above water table. m3

(b) Below water table. m

Excavation for foundation in soft rock including

depositing the excavated stuff as and where

directed etc. complete for lead upto 1.0 Km and

all lifts.(By machinary)

(a) Above water table. m3

(b) Below water table. m

Rate for South Zone Circle

Excavation for foundation in hard rock

including blasting and chiseling if necessary

sorting out and stacking seperately the usable

rubble, depositing the excavated stuff as and

3 where directed including back filing trenches

with suitable excavated stuff etc. complete for

lead upto 1.0 Km. and all lifts.(By machinary)

(a) Above water table. m

(b) Below water table. m

Back fiing the foundation trenches around the

structures etc. with selected excavated stuff

including watering, ramming, compacting etc.

complete.(By machinary)

Excavation for foundation in all sorts of soil

including sandy and gravelly soil, soft murrum

including depositing the excavated stuff as and

where directed including back filling the

tranches with suitable excavated stuff etc.

complete for lead up to 50 and lift as

5 under.(Manuly without dewatering)

(a) Lift upto 1.5 meter. m3

(b) 1.50 meter to 3.00 meter. m

(c) 3.00 meter to 4.50 meter. m

(d) 4.50 meter to 6.00 meter. m

(e)For each additional 1.50 lift Beyond 6m And

up to 12.0meter.

Excavation for foundation in hard murrum

including depositing the excavated stuff as and

where directed including back filling the

tranches with suitable excavated stuff etc.

complete for lead up to 50 and lift as

under.(Manuly without dewatering)

6 (a) Lift upto 1.5 meter. m3

(b) 1.50 meter to 3.00 meter. m

(c) 3.00 meter to 4.50 meter. m

(d) 4.50 meter to 6.00 meter. m

(e)For each additional 1.50 lift Beyond 6m And

up to 12.0meter.

Rate for South Zone Circle

Providing and laying plain/ reinforced Nominal

Mix cement concrete of various grade with

cement, sand and coarse aggregates including

centering, shuttering, batching, mixing,

transporting, placing, vibrating, smooth

finishing, curing etc. complete for all lead and

lift.(Manually With Conventional Mixer,

Including dewatering)

(i) M-7.5 grade.(1:4:8) m

(ii) M-10 grade.(1:3:6) m

Raft, Bottom slab of barel, footing of columns,

11 piers, abutment and bottom slab of sump etc.

(i) M-15 grade.(1:2:4) m3

(ii) M-20 grade.(1:1.5:3) m

Piers, abutment, wingwalls, headwall,

returnwall etc.

(ii) M-15 grade.(1:2:4) m

(iii) M-20 grade.(1:1.5:3) m

Walls of barrels, brestwall, staunching rings,

pedestals of bearing, stoplog piers, well

11 staining, transitionwall, etc.

(i) M-15 grade.(1:2:4) m3

(ii)M-20 grade.(1:1.5:3) m

Roadway slab, approch salb, chute floor slab,

kerb, pier cap, abutment cap, hoisting platform,

11 top slab of barrel etc.

(i) M-15 grade.(1:2:4) m3

(ii)M-20 grade.(1:1.5:3) m

Top slab of bridge with main and cross girder

11 of bridge etc.

(F) (i) M-15 grade.(1:2:4) m3

(ii)M-20 grade.(1:1.5:3) m

Filling in foundation with concrete of cement,

sand and gravel in following proportion

including centering, shuttering, temping,

smooth finishing, curing etc. complete as

directed for all leads and lifts.(Manually With

Conventional Mixer)

Rate for South Zone Circle

Filling in foundation with concrete of cement,

sand and metal (up to 5cm size) in following

proportion including centering, shuttering,

temping, smooth finishing, curing etc. complete

as directed for all leads and lifts.(Manually With

Conventional Mixer)

Providing and laying Plain/Reinforced cement

concrete of cement, sand and metal (20mm to

25mm size) in following proportion laid in situ

including centering, shuttering,

temping,smooth finishing, curing etc. complete

as directed for all leads and lifts(Manually With

18 Conventional Mixer)

Providing and laying Plain/Reinforced cement

concrete of cement, sand and metal (above

12mm & upto 20mm size) in following

proportion laid in situ including centering,

shuttering, temping,smooth finishing, curing

etc. complete as directed for all leads and

19 lifts(Manually With Conventional Mixer)

Rate for South Zone Circle

Providing and placing in position reinforcement

bars including cutting, bending welding, joints

where necessary, hooking etc. complete as per

drawing for all lead and lifts.

(a) MILD STEEL Qtl

(c) HYSD BAR Qtl

(d) TMT-CRS Qtl

Providing and fixing in position (different

diameter) NP2 R.C.C pipe with collar including

filling and caulking the joints with cement

mortar 1:1 proportion, finishing, curing etc.

complete for all lead and lifts.

(a) NP2 class 250mm dia pipe. m

(b) NP2 class 300mm dia pipe. m

(c) NP2 class 450mm dia pipe. m

(d) NP2 class 600mm dia pipe. m

(e) NP2 class 750mm dia pipe. m

(f) NP2 class 800mm dia pipe. m

(g) NP2 class 900mm dia pipe. m

(h) NP2 class 1050mm dia pipe. m

(i) NP2 class 1100mm dia pipe. m

(j) NP2 class 1200mm dia pipe. m

Providing and fixing in position (different

diameter) I.S NP3 class reinforced pipe with

caulking the joints with cement mortar 1:1

proportion using jute string soaked in cement

slurry, finishing joints, and laying pipes to the

designed grade and levels, curing etc. complete

for all lead and lifts.

23 (a) NP3 class 300mm dia pipe. m

(b) NP3 class 450mm dia pipe. m

(c) NP3 class 600mm dia pipe. m

(d) NP3 class 750mm dia pipe. m

(e) NP3 class 900mm dia pipe. m

(f) NP3 class 1100mm dia pipe. m

(g) NP3 class 1200mm dia pipe. m

Rate for South Zone Circle

Providing and laying uncoarsed rubble

masonary in ordinary portland cement mortar

1:5 proportion in foundation including curing

etc. complete for all lead and lifts.

Providing and laying uncoarsed rubble

masonary in ordinary portland cement mortar

28 1:5 proportion in super structure including m

scaffolding, racking out joints, curing etc.

complete for all lead and lifts.

Providing and laying coarsed rubble masonary

in ordinary portland cement mortar 1:5

29 proportion in super structure to line and level m3

including scaffolding, racking out joints, curing

etc. complete for all lead and lifts.

Providing and laying 230 mm thick pucca

rubble pitching in cement mortar 1:5 proportion

37 with the surface pointed with cement mortar of m2

1:3 proportion including curing etc. complete

for all leads & lifts.

Providing and laying 75mm wearing coat of

ordinery portland cement concrete M-15 grade

46 including laying on proper camber, tamping, m2

screening, finishing, broomung or grooving etc.

complete for all leds and lifts.

Drilling 50 mm dia. holes for anchoring 32mm

dia. steel rods at 45 angle in dyke below

65 foundation level and filling the cement slurry m

after inserting 32mm dia steel rod for depth

upto 1.0 meter including labour etc. complete.

Filling in foundation with plumb concrete of

cement sand and metal (up to 5 cm size) in

70 proportion 1:3:6 including centering, m3

shuttering, temping, smooth finishing curing

for all leads and lift.

Manufacture, supply and erection of vertical

gate consisting gate leaf, stiffeners, rubber

seal, embedded parts as shown in drawings

74 including cost if materials, fabrication, painting,

erection in position with all accessories second

stage concreting etc complete as per drawing

and specifications.

PIPE TYPE GATES.

Rate for South Zone Circle

OPEN TYPE GATES.

Rate for South Zone Circle

Providing and applying Polymer treatment on

RCC structures, barrels, aqueducts, ogies,

bridges etc. RCC beams, columns etc. for

strengthening Concrete structures by applying

high dose passivitor of SBR latex or equivalent

to RCC members up to 25 mm thick including

all types scaffolding etc. complete for all lead

Providing and Fixing in position vertical Steel

out late Gate including fabrication, cutting,

welding and two coat oil paint and one coat red

oxide (Prime coat), greasing ect. Complete as

per drawing or as directed. Rate for one gate

(Size 0.45 x 1.00 mt.)

Providing & Fixing MS Welded wire Mesh Of

Size 150 mm X 150 mm X 3.8 mm Dia Including

77 Cutting in required sizes,fixing in canal prism m2

including cover block & binding wire etc.

complete as directed.

Trimming of the canal section manually for

1 preparing sub grade for laying cement m

Providing and laying plain / Reinforced cement

concrete lining of 1:2:4 praportion (Nominal

mix) in bed, side slope and curveture including

mixing transporting, placing, smooth finishing,

curing including dewatering where required

(Manually With Conventinal Mixer Without

a) 7.50 cm in Bed & slope (with water curing ) m2

a) 10.0 cm in Bed & slope (with water curing ) m2

Rate for South Zone Circle

c) 7.50 cm in Bed & slope (with membrane

d) 10.0 cm in Bed & slope (with membrane

Providing and filling Asphalt of the approved

make and sand in the expansion and

contraction joints in the C.C. lining including

clearing the joints with air water jet.

Supplying and laying fillter layer of coarse sand

and gravel in empty gunney bags in 30 cm

2 thickness including stiching with nylone wire m2

placing neatly including all leads and lifts as

directed in tidal range etc. complete.

Supplying and laying trap rubble stone of upto

10 kg in weight for toe and core filling including

conveying and stacking to required line, level,

slope section including all leads and lifts.

conveying materials from stacks and laying etc.

Supplying and laying trap rubble stone of 10 to

30kg in weight for toe and core filling including

conveying and stacking to required line, level,

slope section including all leads and lifts.

conveying materials from stacks and laying etc.

Supplying and laying mechanically woven

double twisated Hexagonal Zn+ PVC coated box

wire mesh gabions Size 1m x 1m x 0.50m filled

with 15 to 40 kg. trap rubble stone (approximate

0.75) tone with mesh size 10x12 cm including

packing, interlocking of stones & fusing top of

gabion & tying to each other & laying to the

required line, level slope with all leads & lifts as

directed etc. comp. (Considering lead of 45 km

for rubble materials)

Rate for South Zone Circle

Supplying & Laying mechanically woven

double twisted hexagonal Zn + PVC coated

box G.I wire mash gabion size 1.0 x 1.0 x 1.0 mt.

filed with15 to 40 kg trap rubble stone

(approximate up 1.65 tone) with mesh size 10 x

12 cm including packing, interlocking of

stones and fushing the top of gabions and

tying to each other & laying to required line,

level slope with all leads and lifts as

directed etc. complete.

Providing & laying empty cement bags filled

4 with good selected earth including stiching & 100 No.

laying as and where required.

Providing & fixing in position sign board of

standard size of 1.20mx0.90m with M.S angle

40mmx40mmx6mm with 3mm thick iron plate

7 including fixing in 1:5:10 prop. Concrete block No.

size 40cmx40cmx75 cm including painting

existing data on the board etc. complete as

Providing videography on the ocassion of

function or for on going construction work

including dubbing, titeling etc. complete

including cost of cassette/CD

(a) For whole day Day

(b) Up to 4.00 hours 4Hrs.

Rate for South Zone Circle

Providing and Erecting a "W" metal beam CRASH

BARRIER comprising of 3 mm thick corrugated

sheet metal beam rail, 70 cm above road/ground

level fixed on ISMC series channel vertical post,150

x 75 x 5 mm space 2.00 m centre to centre 1.80 m

high 1.10 m below ground/road level fixing at site

shall be in C.C. M-20 block of size 50 x 50 x100 cms

for each post. All steel parts and fitments to be

galvanized by hot dip process, all fitting to conform

15 IS: 1367 and IS: 1364 metal beam rail to be fixed on M

the vertical post with a spacer of section 150 x 75 x

5 mm 3.30 m long complete as per MORTH Clause

810.Rates including providing and fixing 3 mm thick

ACM type reflactor 100 mm wide, type 4, class-B,

High inensity grade sheeting between two 'W' metal

beam throught and reflactive unit at the top of

vertical post as per IRC:67-2012 etc. complete as per

detailed drawing and directed by engineer-in-

charge.(Metal beam crash barrier for approch)

1 Hydraulic excavator Ex. 200 LC Per Hours

2 Tipper/Dumper/Water Tanker Per Hours

3 Dozer Per Hours

7 JCB-4CX Per Hours

8 Tractor with trailor Per Hours

13 DIESEL GENERATING SET Per Hours

Dismentalling the existing foundation concrete including

disposing the dismentalled stuff including sorting out and

stacking the useful materials and removing the debries and m3

making good the damage etc. complete as directed.

(c) R.C.C for super structure.

Dismentalling the Existing foundation concrete including

disposing the dismentalled stuff including sorting out and

stacking the useful materials and removing the debries and m3

making good the damage etc. complete as directed. (b) In

Cement Concrete.

Drilling holes of 35 mm. dia vertical or inclined in all

formations of rock /concrete upto required depth including

washing with air & water at required pressure for following Rmt

stage of depth.

(A) 0.00 to 10.0 meter depth.

Rate for South Zone Circle

Providing and laying cement concrete 1:3:6 plumb

concrete with cement sand and coarse aggregate with 15%

rubble in cement concrete including mixing, placing,

temping, curing smooth finishing etc. complate.

Supplying & Laying mechanically woven double twisted

hexagonal Zn + PVC coated box wire mesh gabions size

2.0mt. x1.0mt. x1.0mt. filled with 30 to 50 kg trap rubble

stone (approximate 3.0) tone with mesh size 10cmx12cm

including packing, interlocking of stones & fusing top of

gabion & tying to each other & laying to the required line,

level slope with all leads & lifts as directed etc. complete.

(Considering lead of 45km for 85 % & 15 km for 15 % rubble

Supplying & Laying mechanically woven double twisted

hexagonal Zn + PVC coated box wire mesh reno mattress size

2.0mt. x1.0mt. x0.30mt. filled with 10 to 15 kg trap rubble

stone (approximate 2.70)tone with mesh size 6cmx8cm No.

including packing, interlocking of stones & fusing top of

gabion & tying to each other & laying to the required line,

level slope with all leads & lifts as directed etc. complete.

(Considering lead of 45km for rubble materials)

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh gabions Size 1m

x 1m x 0.50m filled with 30 to 50 kg. trap rubble stone

(approximate 0.75) tone with mesh size 10x12 cm including

packing, interlocking of stones & fusing top of gabion & No.

tying to each other & laying to the required line, level slope

with all leads & lifts as directed etc. comp. (Considering lead

of 45 km for 85% & 15 km for 15% rubble materials)

Providing inverted filter of 8cm sand and 8cm gravel

below/behind wall/pitching including laying to correct slopes

after necessary trimming of earth work etc. complete.

Providing inverted filter of 30 cm. sand and 30 cm. gravel

below / behind wall / pitching including laying to correct m2

slopes after necessary trimming of earthwork etc complete

Rate for South Zone Circle

Providing & fixing in position PVC heavy duty water stops

in barrels, trough and wing wall with 25 mm wide

expension joint as shown in drawing including filling the

joints with asphalt pad or bitumins or cork board of approved m

(B) 300 mm wide PVC water stop.

Providing & fixing in position 110 mm dia PVC pipe weep

holes in abutment, wing wall and laying training etc.

Providing & fixing in position Marble Plate of 2 cm

thickness including engraving and filling paint for letters

as directed etc complete cm

Providing & fixing in position sign board of standard size of

1.20 m x 0.90m with M.S. angle 40mmx40mmx6mm with

mm thick iron plate including fixing in 1:5:10 prop. Concrete No.

block size 40cmx40cmx75cm including painting existing

data on board etc. complate as directed.

De-silting of checkdam with lead upto 1.0 km and lift upto

3.00 meter including dewatering if any required for depth etc. m3

complete as directed.

Providing and supplying D. I. K-9 grade pipes for following

nominal bore diameter with internal cement mortar lining

including all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading,conveyance to

departmental stores, stacking etc. complete. (IS 8329-2000).

Rate for DI pipe based on Wholesale Price index of Pig Iron

as 157.60 for the month of Dec-2022. For sewerage project

cement mortor lining shall be with sulphate resistance cement.

Providing and supplying D. I. pipes for following nominal bore

diameter with internal cement mortar lining including all taxes,

insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading,conveyance to departmental

stores, stacking etc. complete. (IS 8329-2000).

Rate for South Zone Circle

Providing and supplying in standard length ISI mark high

density Polyethylene H.D.P.E. Pipes suitable for potable

water as per IS specification no. 4984/1995 including all local

and central taxes, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to the

dept. stores etc. comp.

HDPE (PE-100) Pipes in standard length suitable for Sewage,

Industrial Effluents & Rising main

Providing & Supplying of ISI Marked High Density Poly

Ethylene (HDPE - PE-100) Pipes in standard length suitable

for Sewage & Industrial Effluents as per IS Specification no.

14333-1996 or its latest revision / amendments including all

local & central taxes & duties, freight charges, loading,

unloading & conveyance to departmental stores etc.

Rate for South Zone Circle

Lowering, laying and jointing HDPE pipes and specials of

following class and diameter (By butt fusion welding method)

including cost of conveyance from stores to site of works at all

level including cost of labour, material, giving satisfactory

hydraulic testing etc. comp.

Providing & supplying ISI mark CI D/F Sluice Valves as per IS-

14846(Latest Edition) of following class & diameter including

all taxes , insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading conveyance to

departmental stores, stacking etc. complete.

(i) PN-1 with hand wheel/ cap oerated(PD type short

Rate for South Zone Circle

(i) PN-1 with hand wheel/ cap oerated(Alt-1 type long

Providing & supplying ISI mark CI D/F Reflux Valves

as per IS-15312 (Latest Edition) of following class &

diameter including all taxes , insurance, transportation,

freight charges, octroi, inspection charges, loading,

unloading conveyance to departmental stores, stacking

Reflux valves PN 1.0 IS 5312 with ISI mark

Reflux valves PN 1.6 IS 5312 with ISI mark

Providing & supplying ISI mark CI D/F Butterfly Valves

as per IS-13095 (Latest Edition) of following class &

diameter including all taxes , insurance, transportation,

freight charges, octroi, inspection charges, loading,

unloading conveyance to departmental stores, stacking

Butterfly valves PN 1.0 IS 13095 with ISI mark

Rate for South Zone Circle

Butterfly valves PN 1.6 IS 13095 with ISI mark

Providing & supplying and delivery of water Hammer Control

Devices for use on various pumping main of following class

and diameter including all

taxes,insurances,transportation,freight charges

octroi,inspection charges,loading,unloading,conveyance to

departmental strores,stacking etc.complete.

Zero velocity valves with bypass arrangement up to 300 mm

dia with C.I. body(class-10)

Zero velocity valves with bypass arrangement up to 300 mm

dia with C.I. body(class-15)

Zero velocity valves with above 300 mm dia with M.S.

Zero velocity valves with above 300 mm dia with M.S.

Rate for South Zone Circle

Providing & supplying C.I. air valves of approved make &

quality of following class & diameter including all taxes

insurance, transportation, freight charges, octroi, inspection

charges, loading, unloading conveyance to departmental

stores, stacking etc. complete.

Air valve single (S1) Type

Air valve single (S2) Type

Air valves double acting(DS2)

Lowering, laying and jointing in position following C.I./D/F

Reflux valves,Butterfly valves,Sulice valves and Air valves

including cost of all labour,joiting material,incliding nut bolts

and giving satisfactory hydraulic testing, etc.complete

Sluice,Butterfly and reflux Valves

Air valves single ball Flanged/screwd type

Air valves double ball Flanged

Designing (aesthetically) and constructing R.C.C. frame

structure of pump room with positive suction/negative suction

Rate for South Zone Circle

with Gantry stucture(Min Height 4.5 Mt.)

Upto 6.00 M(Pingth level to Top slab Beam bottom) Sq.Mt.

Add for every 1.00 M above 6.00Mt.) Sq.Mt.

Without Gantry Structure (Up to 3.60 m) Sq.Mt.

Supply, installation, testing & commissioning of non clog

seweage vertically mounted end suction type vertical

centrifugal pump set of

required capapcity & head with suitable TEFC squirrel cage

foot mounted induction motor (with minimum IE-3 efficiency

working on three phase 50 Hz ± 3%, 415 V ± 10% AC supply,

1500 RPM synchronous speed including suitable provision of

shaft of 2 meters length to couple with motor along with base

frame, coupling with guard, foundation bolts, strainer etc.

complete set as

per relevant IS & following M.O.C: Casing: 1.5 to 2% Ni. CI;

Impeller & wearing ring: SS / CF8M, Shaft with sleeve: SS &

Base frame: CI; Guide Pipe: SS.

Sewage Non Clog,End Suction Type Horizontal Centrifugal

Up to 18.5 kw (25HP) Set

22KW (30 HP) Set

30 kW(40 HP) Set

37 kW(50 HP) Set

45 kW(60 HP) Set

55 kW(75 HP) Set

75 kW(100 HP) Set

Sewage Non Clog,End Suction Type Vertical Centrifugal

Up to 18.5 kw (25HP) Set

22KW (30 HP) Set

30 kW(40 HP) Set

37 kW(50 HP) Set

45 kW(60 HP) Set

55 kW(75 HP) Set

75 kW(100 HP) Set

Providing and fixing at site of work M.S.Iron ladder with

Rly.freight,loading ,unloading ,carting & all taxes etc.cmp as kg

directed including paints 2 coats etc.comp

Providing and fixing 25 mm X 52 mm MS railing with three

horizontal rows and post of angle iron of size 65 mm x 65 mm

x 8 mm RCC 150 mm and 1.15 meter height and placed at kg

1.85 mt./D/C including and painting two coats and anchorage

in CC etc complete.

Item No:1 Clearing and grubbing road land including

uprooting rank vegetation grass bushes, shrubs, sapling and

trees girth up to 300 mm removal of stumps of trees cut m3

earlier and disposal of unserviceable materials (C) By

mechanical means in area of light jungle

Item No:2 Box cutting the road surface to proper slope and

camber for making a base for road work

including removing the excavated stuff and m3

depositing on the road side slope as directed

upto 50 Mt.lead.

Rate for South Zone Circle

Item No:3 Construction of Granular sub-base 150 mm thick by

providing coarse graded machine crushed B.T.material

satisfying MOST specification of grading I (B.T.stone

aggregate 53 mm to 26.5 mm 35%,26.5 to 4.75 mm-45% and

2.36 mm below-20%) including spreading in uniform layer with m3

motor grader on prepared surface,mixing by mix in place

method with rotavator at OMC and compacting with vibratory

roller to achive the desired density etc.complete

Item No:4 Providing , laying,spreading and compacted

B.T.stone aggregate 45 mm to 63 mm size WBM 75 mm

thick including spreading in uniform thickness,hand

packing,rolling with vibratory roller 8-10 tonnes to proper

grade and camber,applying and brooming requisite type of m3

screening/binding/filler Materials to fill up the interstices of

coarse aggregate,watering and compacting to the required

density.Grading II using screening type A (13.2 mm stone

Item No:5 providing and laying wet mix macadam base course

150 mm thick using machine crushed B.T.chips as per

required gradation mixing optimum quantity of

water,conveying the mix to site of work,spreading in to grade

and camber with mechanical paver and consolidation each m3

layer with vibratory roller to achieve the desired density

including cost of material labour plant and equipment