Civil Work

during the year 2026-27

Bill of Quantity

Sr No. Item No Item of work Qty Unit Rate Amount

Dismantling the existing stone/Brick masonry including

1 A-1/2 sorting out and stacking the useful material and removing the 1 Cmt

debries and making good the damages etc. complete as

directed. In Cement

Dismantling Mortar

the existing foundation concrete including sorting

out the dismentalled stuff and stacking the useful material,

removing the debries and making good the damages etc.

complete as and where directed. Cement Concrete

Dismantling the R.C.C. work and disposing off the stuff

3 A -4 including stacking of the useful materials etc. complete as 1 Cmt

directed. (a) Light Reinforcement ( Main bar upto 16 mm. dia.

)Dismantling the existing R.C.C. Pipes including sorting out

and stacking of the useful materials of the following diameters

4 A -5(i)(a) 1 Meter

including refilling the trenches etc. complete as directed. NP_2

pipes.150 mm. to 400 mm.

Dismantling the existing R.C.C. Pipes including sorting out

and stacking of the useful materials of the following diameters

5 A -5(i)(b) 1 Meter

including refilling the trenches etc. complete as directed. NP_2

pipes.450 mm. to 600 mm.

Dismantling the existing R.C.C. Pipes including sorting out

and stacking of the useful materials of the following diameters

6 A -5(i)(c) 1 Meter

including refilling the trenches etc. complete as directed. NP_2

pipes.600 mm. to 900 mm.

Removing doors and windows incl. framework from stone or

7 A-7 brick masonry incl. carting them and stacking as and where 1 No.

directed and making good the damages to the walls etc.

Dismantling the existing road surface including disposing off

8 A-9(a) the dismantled materials and stacking the useful material as 1 Sqmt

directed. 9(a) Cement concrete road

Dismantling the existing road surface including disposing off

9 A-9(b) the dismantled materials and stacking the useful material as 1 Sqmt

directed. 9(b) Asphalt road

Dismantling the existing road surface including disposing off

10 A-9(c) the dismantled materials and stacking the useful material as 1 Sqmt

directed. 9 (c) WBM road

Dismantling the C.C. lining including including disposing off

11 A-11 the dismentalled materials as directed etc. complete. (a) 7.50 1 Sqmt

12 (b) 10.0 cm thick 1 Sqmt 115.50

13 (c)15.00 cm thick 1 Sqmt 173.30

14 (d) 20.00 cm thick 1 Sqmt 231.00

Dismantalling the disturbed "GABIONS" of size mention

below, made of woven wire mesh and stone rubble including

cutting and removing wire mesh, removing rubble, sorting out

and stacking the useful material as directed and removing the

debries and making good the damages etc. complete as

directed.(a) 1.00 m x 1.00 m x 1.00 m size

Providing 10.50 cm. thick brick masonry partition wall in

mortar of cement & sand in 1:4 proportion and cement plaster

16 B-2 12 m.m. thick in c.m 1:3 on both sides etc. complete.The 10.50 1 Sqmt

cm thick brick partition wall should be constructed in rich

proportion for getting proper bond.

Scrapping out the old plaster and cleaning the surface

including racking out the joints 20 mm. deep.

Scrapping out the old pointing and cleaning the surface

including racking out the joints 20 mm. deep.

Providing cement pointing in C.M.1:3 for exposed face of dry

19 D-3 rubble pitching including racking out joints 25 mm. deep 1 Smt

including watering curing etc.complete.

Sr No. Item No Item of work Qty Unit Rate Amount

Providing cement plaster bands 12 mm.thick (15 cm. to 23 cm

20 D-4 wide) in C.M. 1:3 including, scaffolding, watering, finishing, 1 Meter

curing etc, complete.

Clearing the canal land width including removing the trees up

21 E-1 to 0.50 m. girth, bushes shrubs etc. including depositing the 1 Hact

materials outside the canal land width as directed etc.

Cutting down the trees of different girths, (at 45 cm above

G.L.) including removing & grubbing roots below ground level

22 E-2(a) within the canal boundary including stacking the wood outside 1 No.

the canal boundary as directed etc. complete.(a) Girth above

Excavation of canal in all sorts of soil including yellow, sand

and gravely soils and murrum including depositing the

excavated stuff in uniform layers in banks as and where

23 E-4(A) c 1 Cmt

directed including dressing the section etc. complete for lead

upto 50 m and lift for depth for cutting as under.

(MANUALLY) CANAL HAVING CAPACITY ABOVE

Excavation of canal in all sorts of soil including soft and hard

murrum including depositing the excavated stuff in uniform

24 E-4(B) b layers in canal banks or as and where directed etc complete in 1 Cmt

varying lead upto 500 m and with all lifts. CANAL HAVING

CAPACITY Between 50 to 300 Cusec. Including dewatering.

Excavation of canal in all sorts of soil including soft and hard

murrum including depositing the excavated stuff in uniform

25 E-4(C)b layers in canal banks or as and where directed etc complete in 1 Cmt

varying lead upto 500 m and with all lifts. CANAL HAVING

CAPACITY BEYOND 300 Cusec. Including dewatering.

Earth work in embankment using selected soil, soft & hard

murrum excavated from approved borrow area / village tanks

etc. Including conveying, spreading in uniform layers, breaking

26 E-9 (a) 1 Cmt

clods and dressing to the designed canal section etc. with lead

upto 50 m and all lifts. (By MANUALLY For

MAINTENANCE & REPAIRING WORKS) Lift 0 to 1.50 m

Earth work in embankment using selected soil, soft & hard

murrum excavated from approved borrow area / village tanks

27 E-12 etc. Including conveying, spreading in uniform layers, breaking 1 Cmt

clods and dressing to the designed canal section etc. with lead

upto 500 m and all lifts (for canals having capacity between

to 300 Cusec(By

Providing Machinery)

and fixing in position 1.80 m high above finished

ground level sign boards of standard size 0.45 m x 0.30m with

28 E-18 M.S. angle 40mm x 40mm x 6mm with 3mm thick iron plate in 1 No

1:5:10 proportion concrete block size 40cm x 40cm x 75 cm

including radium paint on both side etc. complete.

Providing and fixing in position 1.80 m high above finished

ground level canal data boards of standard size 1.20m x 0.90m

29 E-20 with M.S. angle 40mm x 40mm x 6mm with 3mm thick iron 1 No

plate in 1:5:10 proportion concrete block size 40cm x 40cm x

75cm including painting existing data on the board etc.

Providing and fixing guard stone / boundary stone of size 20cm

x 20cm x 75cm including white washing in two coats.

Compaction for making embankment for canal by laying in

regular layers of 15 cm in thickness including breaking clods

31 E-26-A 1 Cmt

to 25 mm size incl. light rolling by suitable rollers with slight

watering to facilate rolling and dressing the side slopes etc.

Deepening of tank in all type of soil with yellow, sandy,

gravelly soil including wet and slushy condition of soil

32 E-28 including soft murrum & hard murrum by machinery including 1 Cmt

conveying and spreading excavated stuff as & where directed

with lead up to 1.00 km and all lift etc. complete.

Surveying of Canals / Drains for L/S & C/S @ 30 meter or as

required interval by suitable levelling instrument including

chaining, ranging, levelling, connecting benchmark, plotting

existing and designed C/S with calculation of earthwork with

preparing Fieldbook and digitalized drawing etc. complete and

submission in Hard copy and Soft copy.(A) For Main Canals/

Branch Canals/ Main Drains.

Sr No. Item No Item of work Qty Unit Rate Amount

Surveying of Canals / Drains for L/S & C/S @ 30 meter or as

required interval by suitable levelling instrument including

chaining, ranging, levelling, connecting benchmark, plotting

34 E-30 (B) existing and designed C/S with calculation of earthwork with 1 km

preparing Fieldbook and digitalized drawing etc. complete and

submission in Hard copy and Soft copy.(B) For

Distributory/Minors/Sub-minors/ Lateral and sub-lateral

Clearing the silt from the canal/drain bed by a digging the

same to the required bed level and gradient including

35 G-1(A) a depositing the excavated earth regularly in spoil bank for 1 Cmt

utilizing the same preparing the banks after breaking clods as

and where directed for all leads and lifts. For Canals Below

Clearing the silt from the canal/drain bed by a digging the

same to the required bed level and gradient including

36 G-1(A) b depositing the excavated earth regularly in spoil bank for 1 Cmt

utilizing the same preparing the banks after breaking clods as

and where directed for all leads and lifts. For Every additional

lift of 1.5 the

Clearing m orsilt

of. canal/drain

For Canals bed by a digging the

same to the required bed level and gradient including

37 G-1(D) a depositing the excavated earth regularly in spoil bank for 1 Cmt

utilizing the same preparing the banks after breaking clods as

and where directed for all leads and lifts. For Main Drains 0 to

1.5 mt lift.the silt from the canal/drain bed by a digging the

same to the required bed level and gradient including

38 G-1(D)b depositing the excavated earth regularly in spoil bank for 1 Cmt

utilizing the same preparing the banks after breaking clods as

and where directed for all leads and lifts. For Lateral & Sub-

ClearingDrains. 0 tofrom

the silt 1.5 mthe

lift.canal/drain bed by a digging the

same to the required bed level and gradient including

39 G-1(D)c depositing the excavated earth regularly in spoil bank for 1 Cmt

utilizing the same preparing the banks after breaking clods as

and where directed for all leads and lifts. For Drains. For

Removing and destroying the thick "Ghabajaria",etc from the

40 G-4 (a) Canal / Drain bed under the water pool ind. cutting carrying it 1 Km

away as directed and burning the same etc. complete.Below

Removing and destroying the thick "Ghabajaria",etc from the

Canal / Drain bed under the water pool ind. cutting carrying it

away as directed and burning the same etc. complete.Between

21 to 250 Cusec.

Clearing the silt/debries from the pipe culvert/syphon/ syphon

well. Under ground pipe drain/box drain for Drain/Canal by

42 G-5(A)a digging the same including depositing the excavated 1 meter

earth/debries etc. for all leads and lift.(A) For pipe culvert/

Syphon. (i) Upto 900 mm dia. Pipe.

Excavation in all sorts of soil .By machinery including

43 G-6(O) preparing etc.comp. (where qty can not be measured). J.C.B. 4 1 Hour

Excavation in all sorts of soil .By machinery including

44 G-6(P) preparing etc.comp. (where qty can not be measured) Tractor 1 Hour

Clearing the shrubs, like akadas, weeds and other vegetables

including depositing the same outside and burning etc.

45 G-7(a) complete from canal bed, top and both slopes of the banks, for 1 Km

canal with discharge. For Canals Below 20 Cusec.

Clearing the shrubs, like akadas, weeds and other vegetables

including depositing the same outside and burning etc.

complete from canal bed, top and both slopes of the banks, for

canal with discharge.For Main Drains.

Providing and laying empty cement bags with good selected

47 G-8 (a) earth including stitching and laying as and where required. 1 No.

(Polywoven bag of 50 kg Capacity)

Clearing the grass from canal / drain bed and slopes during

irrigation season.

Providing and laying empty cement bag filled with cement and

49 G-10 sand in proportion 1:20 incl. stiching and laying as and where 1 No.

Sr No. Item No Item of work Qty Unit Rate Amount

Providing & laying under ground pipe line of NP2 class Hume

pipe of following dia meter laid as per gradient in a trench and

50 G-11 jointed with collars in C.M. of 1:1 making it leak proof, 1 Meter

trenches back filled with excavated material duly completed &

rammed duly tested etc complete.

Providing following types of Kundis/Air Vents/ outlets as per

53 G-12 drawing & designs, duly completed & tested curing etc 1 No.

Over hauling and oiling greasing of CR/HR gates of

branch/distributory/minor etc comp as directed. Branch

Over hauling and oiling greasing of CR/HR gates of

branch/distributory/minor etc comp as directed. Distributory

Over hauling and oiling greasing of CR/HR gates of

branch/distributory/minor etc comp as directed. Minor

Providing hard murrum on canal service road including

59 G - 19 spreading the same and dressing the top surface in required 1 Cmt

grade and camber etc. complete.

Clearing the canal Banks outer and inner Slopes by Jungle

Cutting ,removing Vegetation, Ghabajaria,Trees,etc. alongwith

burning it's and carrying away as and where required and as

directed etc. completed by machineries.

Providing and fixing gauge plate of following size of material

fiberglass reinforced plastic with engraved bands width and

61 G - 25-e figures with necessary clits and fasteners and fixing the same 1 No.

at the site of work etc complete as directed. For 0.20 mt. x

mt. Gauge patti

62 G - 25-f For 0.15 mt. x 1.00 mt. gauge patti 1 No. 8854.00

Providing and applying Rust Remover in two coats on open

steel bars of old existing RCC structure including providing

63 G - 26 scaffolding, scrapping rusted bars and removing rust with 1 Sqm

emery paper etc. complete for all lifts

Painting two coats of Coaltar based black epoxy paint of

approved make on steel surface to give an even shade

including cleaning the surface of all dirt, dust, corrosion and

other foreign material without damaging existing paint and

with all material, labour, equipments, tools, consumables,

scaffolding etc complete for hydraulic gates and embadaed

parts,gate plateform,girder

Oiling & greasing to gatesetc

& its components of Barrage incl.

removing of old grease, cleaning the surface and embeded

parts and applying new grease to and its components as

directed etc. comp.(gates) (gate size- 60' X 14' )

Trimming of the canal section manually for preparing sub

66 L-1(B) grade for laying cement concrete lining in all sorts of soil and 1 Sqm

murrum including watering and compacting bed etc. complete.

Providing and laying plain/reinforced cement concrete lining

of M 15 (MSA 20 mm) in bed, side slopes and curvature

67 L- 16-A including batching, mixing, transporting, placing, vibrating, 1 Sqm

smooth finishing, curing including dewatering where required.

(MACHINERY BASED by "FLORI" - WITHOUT PAVER

68 L- 16-B 10 cm thick lining in Bed / Slope 1 Sqm 415.80

Providing and laying plain / reinforced cement concrete lining

of Nominal Mix, M-15, (MSA-20 mm) in bed, side slopes and

69 L- 19 curvature, including mixing, transporting, placing, vibrating,

smooth finishing, curing, including dewatering where required.

(MANUALLY WITH CONVENTIONAL MIXER )

70 L- 19-A 7.5 cm thick lining in bed/slope - with water curing. 1 Sqm 369.50

71 L- 19-B 10 cm thick lining in bed /slope - with water curing. 1 Sqm 467.70

Sr No. Item No Item of work Qty Unit Rate Amount

Excavation for foundation in all sorts of soil including yellow

sandy gravelly soils ,soft & hard murrum etc. in dry condition

including depositing the excavated stuff in uniform layers in

72 S-1(A)(b)a banks or as and where directed etc. complete for lead upto 500 1 Cmt

m and all lift. (BY MACHINERY) Including dewatering

Excluding dewatering.

Excavation for foundation in all sorts of soil including yellow

sandy gravelly soils ,soft & hard murrum etc. in dry condition

including depositing the excavated stuff in uniform layers in

73 S-1(A)(b)b banks or as and where directed etc. complete for lead upto 500 1 Cmt

m and all lift. (BY MACHINERY) Including dewatering

Including dewatering

Dewatering during excavation of canals, drains, foundation

trenches etc. by using pumps of suitable capacity either diesel Hp /

74 S-2 or elecrical driven including cost of labour, pipes etc. for 1

delivery distance beyond 100 m. (By Machinery)

Back filling the foundation trenches around the structures etc

75 S-2 (B)(a) with selected excavated stuff including watering, ramming, 1 Cmt

compacting etc. complete. (By Machinery)

Providing & Laying in position "NOMINAL MIX" cement

concrete using cement, sand and crushed aggregate by mass

and machine mix for C.C./R.C.C work incl. necessary

76 S-3(A)a formworks centering, scaffolding, compaction by vibrator, 1 Cmt

curing as directed with all lead & lift etc complete Without

Dewatering and excluding cost of steel reinforcement.(a) C. C.

Nominal Mix, M-10 and MSA-40 mm

Providing & Laying in position "NOMINAL MIX" cement

concrete using cement, sand and crushed aggregate by mass

and machine mix for C.C./R.C.C work incl. necessary

77 S-3(A)c formworks centering, scaffolding, compaction by vibrator, 1 Cmt

curing as directed with all lead & lift etc complete Without

Dewatering and excluding cost of steel reinforcement.(c) C. C.

Nominal Mix, M-15 and MSA-20 mm

Providing & Laying in position "NOMINAL MIX" cement

concrete using cement, sand and crushed aggregate by mass

and machine mix for C.C./R.C.C work incl. necessary

78 S-3(A)f 1 Cmt

formworks centering, scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc complete Without

Dewatering and excluding cost of steel reinforcement.(f) C. C.

ProvidingMix, M-20 and

& Laying in MSA-20

"NOMINAL MIX" cement

concrete using cement, sand and crushed aggregate by mass

and machine mix for C.C./R.C.C work incl. necessary

formworks centering, scaffolding, compaction by vibrator,

79 S-3(A)j 1 Cmt

curing as directed with all lead & lift etc complete Without

Dewatering and excluding cost of steel reinforcement.(f) C. C.

Nominal Mix, M-20 and MSA-20 mm.(j) For Wing wall /

Return wall / Head wall / Coping etc.C. C. Nominal Mix, M-

Providing & Placing in position reinforcement bars including

80 S- 6 (A) cutting, bending, welding joints where necessary, hooking etc. 1 MT

complete as per drawing for all lead and lifts. TMT / CRS (FE

Providing and fixing in position ( different diameter ) NP2

R.C.C. pipe with collar including filling and caulking the joints

81 S - 7b. with cement mortar 1:1 proportion, finishing to design grade 1 Metre

and level curing etc. complete for all leads and lifts.NP-2 class

Providing pipe.

fixing in position ( different diameter ) NP2

R.C.C. pipe with collar including filling and caulking the joints

82 S - 7c. 1 Metre

with cement mortar 1:1 proportion, finishing to design grade

and level curing etc. complete for all leads and lifts.NP-2 class

Providing pipe.

fixing in position ( different diameter ) NP2

R.C.C. pipe with collar including filling and caulking the joints

83 S - 7d. with cement mortar 1:1 proportion, finishing to design grade 1 Metre

and level curing etc. complete for all leads and lifts.NP-2 class

600 mm dia pipe.

Sr No. Item No Item of work Qty Unit Rate Amount

Providing and fixing in position ( different diameter ) NP2

R.C.C. pipe with collar including filling and caulking the joints

84 S - 7f. with cement mortar 1:1 proportion, finishing to design grade 1 Metre

and level curing etc. complete for all leads and lifts.NP-2 class

900 mm dia pipe.

Providing and laying uncoursed rubble masonary in ordinary

portland cement mortar 1:5 proportion in foundation including

85 S10 curing etc.complete for all leads and lifts 1 cum

Providing and laying uncoursed rubble masonary in ordinary

portland cement mortar 1:5 proportion in super structure

86 S - 11 including scaffolding, racking out joints, curing etc. complete 1 Cmt

for all leads and lifts.

Providing and laying burnt brick masonary for super structure

with ordinary portland cement mortar 1:5 proportion including

87 S - 14(B) providing scaffolding racking out joints curing etc. complete 1 Cmt

for all leads and lifts. (Conventional Bricks)

Providing cement plaster in thickness and proportion as under

88 S - 16A (a) including, smooth finishing, curing, scaffolding etc. complete 1 Sqm

for all leads and lifts.Cement mortar 1:3 proportion. ( a )

mm thick. cement plaster in thickness and proportion as under

89 S - 16A (b) including, smooth finishing, curing, scaffolding etc. complete 1 Sqm

for all leads and lifts.Cement mortar 1:3 proportion.( b )

mm thick. 230 mm thick pucca rubble pitching in C.M. 1:5

proportion over 10mm bedding of same mortar with the

surface pointed with cement mortar of 1:3 proportion etc.

complete for all leads and lifts.

Providing and laying dry rubble pitching of various thickness

to required grade including trimming of earth work, hand

packing the interstices with spauls, filling earth in interstices

pannelling complete for all leads and lifts.(a) 230 MM THICK

Providing and fixing M. S. steel grill with angle frame for head

regulator including fixing arrangement supports. etc. as per

design, oil painting with one coat of primer and two coat of

approved oil paint etc. complete

Providing and fixing in position 450 mm wide steps ( for

ladder) of 28mm diameter bars at a spacing of 30 cm c/c with

M.S. angle frame of 40x40x6 mm size including painting the

same with two coats of oil paint etc. complete.

Dewatering the foundation trenches during excavation, laying

94 S - 40 foundation concrete, masonry etc. till completion and diversion 1

of surface and subsurface water etc. complete as directed.

Providing and fixing steel grill over canal syphon well as

ndirected etc. complete as per drawing.

Providing and Placing in position mechanically woven double

twisted , galvenized without PVC coating "GABIONS" made

of mesh size 10 X 12 cm with Mesh wire diameter 3.0 mm,

including proving and lying stones with least dimention of

96 S - 45(a) 200mm and tying with lacing wire of diameter 2.2mm and 1 No.

arranging the same as instructed or as per drawing at the

locations/ structures etc including dressing the slope , minor

earth fill with all lead and lift etc complate (a) 1.00mt X

1.00mt X 1.00mt (stone weight between 10kg to 40kg)

Excavating the drain at the downstream toe of earthen dam in

97 ED-8 any strata and all lift as per approved drawing and in grade and 1 Cmt

depositing the material as directed.

Providing & laying 60 Cm. dia half round cement pipe for

98 ED-19 catch water drain and chute drain on berm and downstream 1 Rmt.

slopes of earthen dam.

Synthetic enamel painting lettering of gauge mark (Patti) on

the vertical surface of reservoir incl. Scrapping & Rubbing for

cleaning the surface applying cement primer with all tools &

plants etc. complete as directed

Sr No. Item No Item of work Qty Unit Rate Amount

Cleaning the slope of dam within the dam boundry by

removing the bushes,shrubs girth and small trees including

100 CM-56 1 Sqm

depositing the materials as and where directed up to 50 mt. and

all lift etc completed.

Providing and supplying in standard length ISI mark rigid

unplasticised PVC pipes suitable for potable water with ring fit

joint including cost of rings, as per IS specification no.

4985/1988 including all local and central taxes, transportation,

freight charges, octroi, inspection charges, loading, unloading,

101 3.1 conveyance to the departmental stores and including cost of 1 Rmt.

jointing meterial etc.

complete. Rate for PVC Resin as Rs. 91739/MT (Exclusive of

GST @ 18.00%, freight & Sales Tax) As per Revised Civil

GWSSB SOR 2022-23. Including job connection with existing

line 3.1.A Test Pressure 4 kg/cm2 1. 63 mm Dia.

110 3.1.B Test Pressure 6 kg/cm2 1. 63 mm Dia. 1 Rmt. 69.00

119 3.1.D Test Pressure 10 kg/cm2 1

Sr No. Item No Item of work Qty Unit Rate Amount

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.. (1) Rate for HDPE (PE-100) Pipe based on the rate of

HDPE Resin as Rs. 121185/MT (Price Without GST) 4.1.A

Test Pressure 6 kg/cm2 1. 50 mm Dia.

125 4.1.B Test Pressure 10 kg/cm2 1

Providing and supplying ISI mark G. I. pipes with Couplings

of following class and diameter including all taxes, insurance,

130 6.1, 6.1.B transportation, freight charges, octroi, inspection charges, 1 Rmt.

loading, unloading, conveyance to departmental stores,

stacking etc. complete. (IS -1239) Medium Duty 6. 50 mm

Providing and supplying at store or site of work incl. freight,

134 9.2.E loading, unloading, stacking, insaurance & all taxes etc. 1 No.

complete P.V.C. Tee 1. 63 x 63 mm

143 9.2.F P.V.C. Elbow 1. 63 mm 1 No. 77.00

150 9.2.K P.V.C. Bend 90 degree (Heavy) 1. 63 mm 1 No. 118.00

Providing and supplying ISI mark CI D/F Sluice Valves as per

IS:14846 (Latest Edition) of following class and diameter

including all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to

156 13 departmental stores, stacking etc. complete.. PN. 1 with hand 1 No.

wheel / cap operated (PD Type Short Body)

3. 80 mm Dia Sluice Valve PN-1

157 13.1.A 4. 100 mm Dia Sluice Valve PN-1 1 No. 3563.00

158 4. 125 mm Dia Sluice Valve PN-1 1 No. 4464.00

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes

and specials of following class and diameter including cost of

159 8 conveyance from stores to site of works including cost of 1 Rmt.

labour, material, cement solvent, giving satisfactory Hydraulic

testing as per ISI code. Pipe Dia in mm 1. 63 mm Dia

Sr No. Item No Item of work Qty Unit Rate Amount

Lowering, laying, fixing and jointing G.I. pipes with G.I.

specials of following diameter in proper position, grade and

alignment as directed by engineer in charge including cost of

conveyance from stores to site of works, labour, giving

satisfactory Hydraulic testing etc. complete. Pipe Dia in mm

Refilling the pipeline trenches incl. ramming, watering,

172 14 consolidating desposal of surplus stuff as directed within a 1 Cum

radius of 3 km. (1) Refilling as directed

2. Do with selected soil brought from outside including all

Sr No. Item No Item of work Qty Unit Rate Amount

Excavation for pipe line trenches for water supply,sewerage

line, manhole etc. all with shoring and struting if required as

per required gradient and line including safety provisions using

174 1 site rails and stacking excavated stuff including up to all 1 Cum

required lead cleaning the site etc. complete for all lifts and

strata as specified. 1.A.1 up to 1.50 m depth (a) In all sorts of

soil and soft murrum

175 (b) In hard murrum, boulders incl. macadam road. 1 Cum 135.00

176 (c) In Soft Rock and/or masonry in CM or Lime Concrete 1 Cum 163.00

(d) In Hard Rock and/or in C.C. 1:2:4 or RCC with Blasting, breaking,

chiselling, or by beaking only

Construction of valves chambers in brick or bela stone

masonry, locally available in C. M. 1:6. Foundation concrete

150 mm thick in C. C. 1:4:8 of trap metal size 25 mm to

mm thick, inside cement plaster in C. M. 1:3 and cement

pointing outside in C. M. 1:3 and top cover of precast RCC

slab 100 mm thick (with key hole in two parts, each with

178 1 handles or MS Bar etc. complete as given size) Upto 1 Mt. 1 No.

depth from G. L. to pipe invert level incl. complete civil works

but excl. cost of excavation and refilling, with cast in situ RCC

slab in one single piece with fixing of CI-MH Frame and cover

(excl. cost of CI-MH Frame and cover) with 23 mm thick brick

masonry wall in C.M.1:6.a) size of chamber 1.30 m x 1.30 m x

1.0 m deep 1. with pre cast slab in two parts 15 mm

179 2. do with single piece 10 cm with fixing M.H. cover 1 No. 10698.00

180 c) size of chamber 0.90 m x 0.90 m x 1.0 m deep 1

181 1. with pre cast slab in two parts 15 mm 1 No. 7738.00

182 2. do with single piece 10 cm with fixing M.H. cover 1 No. 7343.00

183 d) size of chamber 0.60 m x 0.60 m x 1.0 m deep 1

184 1. with pre cast slab in two parts 15 mm 1 No. 5380.00

185 2. do with single piece 10 cm with fixing M.H. cover 1 No. 5138.00

Providing and laying in position 110 mm dia (6 kgf/sq cm)

186 S-27 P.V.C. Pipe for weep holes with non corroding jali in 1 Rmt.

abutments, wing walls, retaining walls etc. complete.

Providing and laying sand filter layer of specified gradation in

uniform layers of specified thickness in horizontal, inclined

187 E-13 and in canal banks as per drawing including watering up to 1 Cum

saturation and compaction as directed.

Providing and fixing marble plate of 2.54 cm thick including 100

188 S-35 engraving and filling led for letters as directed. 1

Provision of unskilled / Semi Skilled Labour for all

maintenance work, arrangement of materials, machinery etc.

along with security services and gate operating work, services

for water distribution management during irrigation period

189 R.A. and operating flood controling works and providing man power 1 Shift

for operating and cotroling the H.R. gates, preparing the

irrigation demmand and routine office work like typing, filling

and other office activities as directed

(b) Semi Skilled Labour

Providing services for monsoon peroid for minor irrigation

scheme for obtaining data (e.g dam levels,spill over discharge

death,number of days spill over visual inspection of various

191 R.A. components of irrigation scheme,approach road,HR gate and 1 Shift

any other eventualities pertaing to the scheme etc. on daily

basis or more frequent as directed for irrigation schemes and

reporting of require data of section officer (b) Semi skilled

Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick with grade of

14033 concrete M300 pnumatic compressed / vibrated

192 (R & B SOR mechanically and as per approved design Confirming to 1 sqm

2023-24) IS 15658 : 2006 including 35 mm Sand layer for levelling

and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete

Sr No. Item No Item of work Qty Unit Rate Amount

Quarrying suitable materials from approved borrow areas

transporting the same and spreading the same material and

respective zone in uniform layers of specified thickness,

193 ED-6(A) dressing ,breaking clods, removing oversize material, roots etc. 1 Cum

(Without Compaction) with lead up to 1 km and all lifts

Impervious Zone

194 ED-6(B) Casing zone/ S.P. zone 1 Cum 142.10

195 ED-6(C) Rock Fill 1 Cum 960.30

Deputy Executive Engineer Deputy Executive Engineer

Panchayat Irrigation Sub Division Panchayat Irrigation Sub Div

Himatanagar Idar

Deputy Executive Engineer Deputy Executive Engineer

Panchayat Irrigation Sub Division Panchayat Irrigation Sub Div

Prantij Khedhbramha

Executive Engineer

Himatanagar Irrigation Division