Restoration work of Canal & Dam under Juridiction of Ver-II Project Division, Vyara

NAME OF WORK: Restoration work of Canal & Dam under Juridiction of Ver-II Project Division , Vyara

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Excavation for trial pits, trenches and quarry expleration in all sorts

of soil including yellow, sandy and gravelly soils, soft murrum including

disposing of the excavated stuff as and where directed etc.

complete without dewatering.

(e) For every additional depth of 1.50 meter and part there of beyond

Excavation for trial pits, trenches and quarry exploration in hard

murrum including disposing of the excavated stuff as and where

directed etc. complete without dewatering.

(e) For every additional depth of 1.50 meter and

part there of beyond 6.0 m

Excavation for trial pits, trenches and quarry expleration in soft

rock including disposing of the excavated stuff as and where

directed etc. complete without dewatering.

(e) For every additional depth of 1.50 meter and 18.75 m3

part there of beyond 6.0 m

Excavation for trial pits, trenches and quarry expleration in hard

rock by blasting if necessary including disposing of or stacking

the excavated stuff as where directed etc. complete

without dewatering.

(e) For every additional depth of 1.50 meter and

part there of beyond 6.0 m

Excavation for trial pits, trenches and quarry expleration in all sorts

of soil including yellow, sandy and gravelly soils, soft murrum including

bailing out water & disposing excavated stuff as and where directed

5 etc. complete.

(b) For every additional depth of 1.50 meter and

Excavation for trial pits, trenches and quarry expleration in hard

murrum including bailing out water & disposing excavated stuff as

6 and where directed etc. complete.

1 (b) For every additional depth of 1.50 meter and part there of. 27.59 m3

Excavation for trial pits, trenches and quarry expleration in soft

rock (including congie mernie) by chiselling, blasting if

necessary, including dewatering & disposing of excavated

stuff as and where directed etc.

1 (b) For every additional depth of 1.50 meter 41.27 m3

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Excavation for trial pits, trenches and quarry expleration in hard

rock by blasting if necessary including dewatering & disposing of

or stacking the excavated stuff as where

directed etc. complete.

1 (b) For every additional depth of 1.50 meter 20.64 m3

Refilling the excavated trial pits and tranches using the excavated

stuff as directed.

Jungle cutting fot preliminary surveys

10 1 (a) Light jungle cutting (bushes, hedges ) 13.44 m2

(b) Thick jungle cutting (branches of the trees

and fences etc.)

Taking the levels for connecting and checking

1 (a) Single levelling 268.39 km.

1 (b) By double levelling 447.25 km.

Surveying including chaining, ranging,

12 levelling, jungle cutting etc. complete.

1 (a) Engineering basin survey.(incl. rim survey.) 4508.22 km

1 (b) Engineering dam vecinity survey. 15987.86 km2

1 (c) Dam alignment survey. 667.68 km

(d) Statistical survey and investigation survey

for submergence area.

1 (e) Approch road alignment survey. 2212.37 km.

1 (f) Canal alignment survey. 5955.50 km.

Survey and collection of preliminery data for command area

13 1 including chaining, ranging, 137.85 Ha.

levelling and jungle cutting etc. complete.

Providing and fixing canal bed stones of size 10cmx10cmx20cm at

14 1 specified interval in the 72.09 No.

canal bed as directed etc. complete.

Providing and fixing block or Rajula Boundry stone

15 1 20cmx15cmx75cm in earth including white washing three coats etc. 177.81 No.

Providing and fixing block or rajula indicater stone

20cmx20cmx75cm in C.C. 1:4:8 block of size 35cmx35cmx60cm

including white washing

three coats etc. complete.

Providing and fixing block or Rajula kilometer stones of standard

size 0.20mx0.15mx0.75m long for the main canal branches

17 1 and distributories in c.c. 1:4:8 block of size 822.08 No.

25cm.x35cmx60cm including carving & painting lettering etc. complete

Providing and fixing c.c 1:2:4 kilometer stones of standard size

0.20mx0.15mx0.75m long for the main canal branches in c.c. 1:4:8

block of size 35cm.x25cmx60cm includingcarving & painting

lettering etc. complete as directed.

Providing and fixing c.c 1:2:4 kilometer stones of standard size

0.20mx0.15mx0.75m long for the distributory in c.c. 1:4:8 block

of size 35cm.x25cmx60cm includingcarving & painting

lettering etc. complete as directed.

Providing and fixing 1/2 kilometer stones of standard size

0.20mx0.15mx0.75m long for the main canal branches in c.c. 1:4:8

block of size 35cm.x25cmx60cm includingcarving & painting lettering

etc. complete as directed.

Jungle cutting fot preliminary survey light jungle cutting (bushes,

21 1 hedges) in wet condition also, including demarcation, marking 26.89 m2

alignments, points supervision etc. complete.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Taking the levels for connecting and checking of B.M. by double

leveling method including purchase of materials like lime, usinf

22 1 bags, colour, etc. preparing technical documents, plan with level, 1137.85 km

F.B, prints transportation charges of vehical, boat etc. and charges

of engineer survey person etc. complete in wet and slushy condition.

Survey including chaining, ranging, levelling and jungle cutting

including preparation of technical documents , plotting c/s

23 1 plans, counters etc. transportaion of vehical hire charges of boats & 32919.82 km

charges of technical person etc. complete in wet and slushy

condition. Engineering Dam Vicinity survey.

Survey including chaining, ranging, leveling, jungle cutting

including preparation of technical documents, plotting c/s, plans,

24 1 contours etc. transportation of vehicle hire charges of technical 8778.60 km

person etc. complete in wet and slushy condition Engineering basin

survey including rim survey

Survey including chaining, ranging, leveling, jungle cutting

including preparation of technical documents, plotting c/s, plans,

25 1 contours etc. transportation of vehicle hire charges of boats & 1561.66 km

charges of technical person etc. complete in wet and slushy

condition Engineerin Dam alignment survey.

Survey including chaining, ranging, leveling, jungle cutting

including preparation of technical documents, plotting c/s, plans,

26 1 contours etc. transportation of vehicle hire charges of boats & 3747.62 km

charges of technical person etc. complete in wet and slushy

condition Engineerin Approch road alignment

Providing and fixing temporary and permanent bench mark stone of

size 20x20x75 cm in cement concrete 1:3:6 at site of works including

27 1 transportation charges of dressed stone, vehical etc and charges of 613.56 No.

technical person and preparing technical data at location,

demarcation, prints, plotting etc. complete in wet and slushy condition.

Providing and fixing blocks or regular boundry stone ent bench mark

stone of size 20x15x75 cm in cement concrete 1:4:8, block of size

35x25x60 cm including white washing three coats including

transportation charges of dressed stone, vehical etc and charges

of technical person and preparing technical data at location,

demarcation, prints, plotting etc. complete in wet and slushy condition.

Dismentaling tiled of stone floors laid in mortar including stacking of

29 1 serviceable materilas and disposal of unserviceable materials with all lead 50.12 m2

Dismentaling of sheet roofing including ridges, Hips,Valleys, Gutters etc.

30 1 stacking of serviceable materilas and disposal of unserviceable materials 50.12 m2

with all lead and lift.(i) G.I.sheet roofing.

Dismentling barbed wire in fencing including making rolls and also

including dismentling fencing posts including all earth work concrete in

31 1 base and making good the disturbed ground stacking useful materials as 69.30 m

directed and disposing as directed and disposing of the unserviceable

materials with all lead and lift.

Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water pipes with fittings

32 1 and clamps including stacking the materials with all lead and lift ( for any 78.06 m

Dismantling santtary fittings like wash basin . W.C. pan Indian and

33 1 European type, flushing tank etc. including stacking the materials with all 421.71 Each

Dismentalling the existing stone masonry including sorting out

1 and stacking the useful materials and removing the debries and

34 making good the damage etc. complete as directed.

1 (a) In lime mortar. 640.80 m3

1 (b) In cement mortar 757.40 m3

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Dismentalling the existing brick masonry including sorting out

1 and stacking the useful materials and removing the debries and

making good the damage etc. complete as directed.

35 1 (a) In lime mortar. 640.80

1 (b) In cement mortar 757.40 m3

1 (c) In mud mortar. 466.10 m3

Dismentalling the existing foundation concrete including disposing

the dismentalled stuff including sorting out and stacking the

useful materials and removing the debries and making good the

36 damage etc. complete as directed.

1 (a) In lime concrete. 873.90 m3

1 (b) In cement concrete. 1165.20 m3

1 (c) R.C.C for super structure. 1310.80 m3

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

1 the stuff including stacking of the useful materials etc. complete

37 as directed.

1 (a)Light reinforcement. (Main bar up to 16 mm dia.) 1747.70 m3

1 (b)Hevy reinforcement. (Main bar above 16 mm dia.) 2039.00 m3

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.

37a 1 (a) 225 mm to 400 mm dia. 349.50 m

1 (b) 450 mm to 600 mm dia. 582.60 m

1 (c) 650 mm to 900 mm dia. 873.90 m

1 (e) above 1200 mm dia. 1456.40 m

Dismentalling the existing I.R.S.pipes of following diameter

including sorting out and stacking of the useful materials

including refilling the trenches etc. complete as directed.

37b (NP-2 pipes)

1 (a) 450 mm to 600 mm dia. 873.90 m

Dismentalling the existing road surface including disposing

1 off the dismentalled materials and stacking the useful materials

38 1 (a) Cement concrete road. 203.90

1 (b) Asphalt road. 87.40 m2

1 (c) W.B.M Road. 58.30 m2

Dismentalling the brick pitching including sorting out and

1 stacking of the useful materials on site including removing the

rubbish etc. complete as directed.

39 1 (a) 8 cm thick. 58.30

1 (b) 12 cm thick. 69.90 m2

1 (c) 23 cm thick. 116.50 m2

Demolishing roofing including demolishing battens etc. including

1 sorting out the useful materials and stacking the different compnents

separately as and where directed.

40 1 (a) Manglore tiles roofing. 116.50

1 (b) Corrugated Iron Sheet. 116.50 m2

1 (c) A. C. Sheet. 116.50 m2

Removing doors and windows including frame work from stone or

41 1 brick masonry including carting them & stacking as and where 334.10 No.

directed and making good the damages of the walls etc.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Demolishing flooring including bedding, removing the

debries including sorting out materials seperately as and where

directed, removing the rubbish etc. complete and making

good the damages as directed.

1 (a) Indian Patent stone. m2

1 (b) Brick paving. 58.30 m2

1 (c) Stone paving. 87.40 m2

1 (d) Cement Tiles. 58.30 m2

Dismentalling the rubble pitching including sorting out and stacking

1 of the useful materials on site including removing the rubbish

etc. complete as directed.

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

1 (b) 30 cm thick. 233.00 m2

1 (c) 45 cm thick. 349.50 m2

1 (d) 60 cm thick. 466.10 m2

1 (B) Dismentalling dry rubble pitching.

1 (a) 23 cm thick. 58.30 m2

1 (b) 30 cm thick. 87.40 m2

1 (c) 45 cm thick. 116.50 m2

1 (d) 60 cm thick. 174.80 m2

Scrapping out the old plaster & cleaning the surface including

45 1 scaffolding, racking out the 58.30 m2

joints 20 mm deep etc. complete.

46 Scrapping the old white or colour wash

including scaffolding etc. complete.

Scrapping the old oil paint including scaffolding, preparing

surface etc. complete.

1 (a) Iron work. m2

1 (b) Wood work. 29.10 m2

Dismantalling the C.C. lining including including disposing

1 off the dismentalled

materials as directed etc. complete.

Dismantling / Removing old damaged structural steel including cutting

seperating and stacking or depositingas directed etc. complete.

Cutting downs trees of different girths(at 45 cms above G.L.)

including removing & grubbing roots below ground level within

the canal boundry including stacking the wood outside the canal

boundry as directed etc. complete.

1 (a) Girth above 0.5 m & upto 1.0 m. 2692.10 No.

1 (b) Girth above 1.0 m. 4653.20 No.

Stripping the canal construction width and borrow area in all sorts

of soil, soft murrum and hard murrum including depositing the

stripped materials as and where directed within a lead upto

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Excavation of canal/drains 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

1 layers in canal banks or in spoil banks or as and where directed

including dressing the canal section upto lead of 50 meter and

lift shown below including clearing the site etc. complete. (manual

52 operation Using Blasting Material without dewatering)

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

there of beyond 6.0 m.

Excavation of canal/drains in hard murrum including depositing

the excavated stuff in uniform layers in canal banks or in spoil banks

1 or as and where directed including dressing the canal section upto

lead of 50 meter and lift shown below including clearing the site

etc. complete. (manual operation without dewatering)

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

there of beyond 6.0 m.

Excavation of canal/drains in soft rock including depositing

the excavated stuff in uniform layers in canal banks or in spoil banks

1 or as and where directed including dressing the canal section upto

lead of 50 meter and lift shown below including clearing the site

etc. complete. (manual operation without dewatering)

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

there of beyond 6.0 m.

Excavation of canal/drains in hard rock including blasting,

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 50 meter and lift shown below

including clearing the site etc. complete. ((manual operation Using

Blasting Material without dewatering)

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

there of beyond 6.0 m.

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

1 layers in canal banks or in spoil banks or as and where directed

including dressing the canal section upto lead of 50 meter and

lift shown below including clearing the site, dewatering etc.

57 complete. (manual operation with dewatering)

(e) for additional depth slab of 1.50m or part there of beyond 6.0 m3

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Excavation of canal/drain in hard murrum including depositing

the excavated stuff in uniform layers in canal banks or in spoil banks

1 or as and where directed including dressing the canal section upto

lead of 50 meter and lift shown below including clearing 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.

Excavation of canal/drain in soft rock 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 50 meter and lift shown below including clearing the site,

dewatering etc. complete. (manual operation with

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

there of beyond 6.0 m.

Excavation of canal/drains in hard rock including blasting,

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 50 meter and lift shown below

including clearing the site, dewatering etc. complete. (manual

operation Using Blasting Material with dewatering) )

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

there of beyond 6.0 m.

Extra lead charges for conveyance of excavated yellow, sandy and

gravelly soils & soft murrum, hard murrum, soft rock, hard rock for lift

1 as spcified and lead as under including depositing the excavated

stuff in uniform layers in canal banks or in spoil banks or as and

61 where directed. (Manually Opration)

1 (a) Lead beyond 50m & upto 100m. 96.10 m3

1 (b) Lead beyond 100m & upto 150m. 131.10 m3

1 (c) Lead beyond 150m & upto 250m. 177.10 m3

Extra lead charges for excavated stuff to be dumped or used in

1 banks for lead beyond 50 meter as specified in related items

(Excavation By Machinary)(Including Loading & Unloading)

1 (a) Lead upto 500meter. 38.60 m3

1 (b) Lead beyond 500meter & but upto 1Km. 13.10 m3

62 1 (c) Basic charges for lead beyond 1km but up to 2 km. 15.20 m3

1 (d) Basic charges for lead beyond 1 km but up to 3 km. 27.20 m3

1 (e) Basic charges for lead beyond 1 km but up to 4 km. 39.70 m3

1 (f) Basic charges for lead beyond 1 km but up to 5 km. 51.10 m3

1 (g) Basic charges per km for lead beyond 5 km. 11.90 m3

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

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.

Earthwork in embankment from canal borrow pits in all sorts of

soil and soft murrum including breaking clods, dressing to

1 the design section with lead up to 50 meter and height of

embankment above ground level as under.(manual without

1 (a) Upto 1.5 meter. 233.00 m3

1 (c) For each additional Hight of 1.50 M beyond 3.0 m. 11.70 m3

Extra lead charges for earthwork in embankment from

borrow pits canal cutting in all sorts of soils and soft murrum for

lifts as specified and leads as under.(manual without

1 (a) Lead beyond 50m & upto 100m. 64.10 m3

1 (b) Lead beyond 100m & upto 250m. 128.20 m3

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

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 machinary)

Compaction of Earthwork in embankment in layers 15 to

Cms at requisite moisture content to required dry density not

less then 85% of corresponding proctor maximum dry density

including watering, rolling with suitable type of roller etc. complete.

Compaction of selected soil/hard murrum/soft murrum in even

69 1 thickness of 15 to 20 cms including watering rolling of suitable 10.40 m3

capacity etc. complete as directed.

Compaction of selected soil/hard murrum/soft murrum in even m3

70 1 thickness of 15 to 20 cms including watering temping with suitable 69.91

hand rammer etc. complete as directed.

Providing dummy bunds of 1 meter x 0.50 meter with 2:1 slope along

71 1 the canal in all sorts and murrum for proper drainage as directed 291.30 m3

with all leads and lift etc. Complete.

Providin ggutter of 0.30x0.30 with 1:1 slope along the canal in all m

72 1 sorts of soil and murrum for proper drainage as directed with all 58.30

leads and lifts etc. comoplete.

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

1 including dewatering if any required for following depth etc.

73 complete as directed.

1 23(A) -For dry condition.

1 (a) For canals above (500 Cusecs) 14.17cumecs. 233.00 m3

1 (b)For canals between (250 to 500 Cusecs) 7.0 to 14.17cumecs. 203.90 m3

1 (c)For canals between (20 to 250 Cusecs) 0.56 to 7.0 cumecs. 174.80 m3

1 (d) For canals below (20 Cusecs) 0.56 cumecs. 116.50 m3

(e) For every additional lead of every 50 mt. or m3

part there of. (for canals)

(f) For every additional lift of every 1.50 mt. or m3

part there of. (for canals)

23(B) - Slushy & Muddy Condition of Canal/Drain.

1 (a) For canals above (500 Cusecs) 14.17cumecs. 466.10 m3

1 (b)For canals between (250 to 500 Cusecs) 7.0 to 14.17cumecs. 407.80 m3

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

1 (c)For canals between (20 to 250 Cusecs) 0.56 to 7.0 cumecs. 349.50 m3

1 (d) For canals below (20 Cusecs) 0.56 cumecs. 291.30 m3

(e) For every additional lead of every 50 mt. or part there of. (for m3

(f) For every additional lift of every 1.50 mt. or part there of. (for m3

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

24-(A) FOR DRAINS.

1 (a)Drains having 500 cusecs capacity and above:- 93212.50 km.

75 1 (b)For drains having capacity 500 cusces to 250 cusecs:- 58257.80 km.

1 (c) For drains below 250 cusecs capacity:- 46606.20 km.

1 24-(B) FOR CANALS.

1 (a)Canals having 500 cusecs capacity and above:- 58257.80 km.

1 (b)For canals having capacity 500 cusces to 250 cusecs:- 34954.70 km.

1 (c) For canals below 250 cusecs capacity:- 35253.40 km.

Removing and destroying the thick "Pan Kutti" or any other

acquatic growth from the canal/drain bed under water pool

76 including cutting, carting it away as directed and burning the same etc.

complete for all lead and lifts.

1 (a)Canals/drains having 500 cusecs capacity and above:- 117511.50 km.

(b)For canals/drains having capacity

77 cusces to 250 cusecs:-

1 (c)Canals/drains below 250 cusecs capacity:- 58755.70 km.

Desilting of various structures of canals and distribution system

78 1 including depositing the 233.00 m3

same as directed with all leads and lifts.

Earth for making the dowles on inner side of the bank of main

canal and branches including depositing the excavated earth in 15 to

20 c.m in layer as directed and clod breaking etc. complete

upto lead 50mt and all lift.

Providing hard murrum/soft murrum on canal service road

80 1 including sprading the same dressing the top surface in required 426.90 m3

grade and camber etc. complete.

Spreying antivegetative chemical with required ingradient for

81 1 destroying growth of vegetation form the water pool of canal secton 3.10 m2

& bank etc. complete

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 or as and where

82 1 directed including dressing the canal section upto lead of 50 meter 82.40 m3

and all lift including clearing the site etc. complete (By machinery

for canal/drain maintanance) (up to 1.5 cumecs capacity of

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 including dressing

the canal section upto lead of 50 meter and all lift including

clearing the site etc. complete (By machinery for canal/drain

maintanance) (upto 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 spoilbanks or as and where directed including

84 1 dressing the canal section upto lead 500 meter and lift including 67.30 m3

clearing the site etc. complete ( By machinery for canal/drain

maintanance) (Above 1.5 cumecs capacity of canal/drain) (above

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

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 spoilbanks or as and where directed including

85 1 dressing the canal section upto lead 500 meter and lift including 68.90 m3

clearing the site etc. complete ( By machinery for canal/drain

maintanance) (Above 1.5 cumecs capacity of canal/drain) (below

Clearing the canal land width including removing the shrub,

bushes, cactus, weeds other vegetation including cutting down

86 1 trees upot 0.50 mt girth and depositing the removed materials 14.60 m2

outside the canal land width up to lead of 50 meter as directed

etc. complete. (Without water pool)

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

including wet and slushy condition of soil including soft murrum &

87 1 hard murrum by machinery including conveying and spreading 50.00 m3

excavated stuff as & where directed with lead up to 0.50 km and all

lift etc. complete.

Excavation for foundation in all sorts of soil including yellow,

sandy, gravelly soil, soft & hard murrum, etc. dry condition

1 including depositing the excavated stuff in uniform layers in banks or

88 as directed etc. complete for lead uo to 1.0 Km and all lifts. (By

1 (a) Above water table. 81.50 m3

1 (b) Below water table. 86.10 m3

Excavation for foundation in soft rock including depositing the

1 excavated stuff as and where directed etc. complete for lead upto 1.0

89 Km and all lifts.(By machinary)

1 (a) Above water table. 154.10 m3

1 (b) Below water table. 161.90 m3

Excavation for foundation in hard rock including blasting and

chiseling if necessary sorting out and stacking seperately the usable

1 rubble, depositing the excavated stuff as and where directed

90 including back filing trenches with suitable excavated stuff etc.

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

1 (a) Above water table. 330.50 m3

1 (b) Below water table. 356.40 m3

Back fiing the foundation trenches around the structures etc. with

selected excavated stuff including watering, ramming, compacting

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

and lift as under.(Manuly without dewatering)

92 1 (a) Lift upto 1.5 meter. 314.60 m3

1 (b) 1.50 meter to 3.00 meter. 326.20 m3

1 (c) 3.00 meter to 4.50 meter. 343.70 m3

1 (d) 4.50 meter to 6.00 meter. 367.00 m3

(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)

93 1 (a) Lift upto 1.5 meter. 449.40 m3

1 (b) 1.50 meter to 3.00 meter. 467.20 m3

1 (c) 3.00 meter to 4.50 meter. 501.00 m3

1 (d) 4.50 meter to 6.00 meter. 524.30 m3

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

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

up to 12.0meter.

Excavation for foundation in soft rock 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)

1 (a) Lift upto 1.5 meter. 815.60 m3

1 (b) 1.50 meter to 3.00 meter. 872.30 m3

1 (c) 3.00 meter to 4.50 meter. 862.20 m3

1 (d) 4.50 meter to 6.00 meter. 908.80 m3

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

up to 12.0meter.

Providing and laying plain/ reinforced Design Mix cement concrete

of various grade with cement, sand and coarse aggregates including

95 centering, shuttering, batching, mixing, transporting,

placing, vibrating, smooth finishing, curing etc. complete for all

lead and lift.(Batching Plant Based, Excluding dewatering)

1 (ii) M-10 grade. 3738.10 m3

Raft, Bottom slab of barel, footing of columns etc.

1 (iii) M-25 grade. 4786.20 m3

1 (iv) M-30 grade. 4979.60 m3

95© Piers, abutment, wingwalls, headwall, returnwall etc.

1 (ii) M-15 grade. 4487.10 m3

1 (iii) M-20 grade. 4762.90 m3

1 (iv) M-25 grade. 4874.90 m3

Walls of barrels, brestwall, staunching rings, pedestals of bearing,

stoplog piers, well staining, transitionwall, etc.

1 (ii) M-20 grade. 5672.50 m3

1 (iii) M-25 grade. 5720.10 m3

1 (iv) M-30 grade. 5913.50 m3

Roadway slab, approch slab, chute floor slab, kerb, pier cap,

abutment cap, hoisting platform, top slab of barrel etc.

1 (ii) M-20 grade. 5178.50 m3

1 (iii) M-25 grade. 5226.00 m3

1 (iv) M-30 grade. 5419.40 m3

Top slab of bridge with main and cross girder of bridge etc.

1 (ii) M-20 grade 5872.10 m3

1 (iii) M-25 grade 5919.60 m3

1 (iv) M-30 grade 6113.00 m3

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, Excluding

97(A) Foundation

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Raft, Bottom slab of barel, footing of columns, piers, abutment and

bottom slab of sump etc.

Survey including chaining, ranging, leveling, jungle cutting

including preparation of technical documents, plotting c/s,

1 plans, contours etc. transportation of vehicle hire charges of 4899.60 m3

boats & charges of technical person etc. complete in wet and

slushy condition Engineerin Approch road alignment

Piers, abutment, wingwalls, headwall, returnwall etc.

Walls of barrels, brestwall, staunching rings, pedestals of bearing,

stoplog piers, well staining, transitionwall, etc.

Roadway slab, approch salb, chute floor slab, kerb, pier cap,

abutment cap, hoisting platform, top slab of barrel etc.

(F) Top slab of bridge with main and cross girder of bridge etc.

Providing and laying plain/ reinforced Design Mix cement concrete

of various grade with cement, sand and coarse aggregates including

98 centering, shuttering, batching, mixing, transporting,

placing, vibrating, smooth finishing, curing etc. complete for all

lead and lift.(Baching Plant Based, Including dewatering)

98(A) Foundation

1 (ii) M-10 grade. 3836.00 m3

Raft, Bottom slab of barel, footing of columns, piers, abutment and

bottom slab of sump etc.

1 (ii) M-20 grade. 4796.10 m3

1 (iii) M-25 grade. 4844.70 m3

1 (iv) M-30 grade. 4977.00 m3

Piers, abutment, wingwalls, headwall, returnwall etc.

1 (ii) M-15 grade. 4499.60 m3

1 (iii) M-20 grade. 4976.90 m3

1 (iv) M-25 grade. 5025.10 m3

Walls of barrels, brestwall, staunching rings, pedestals of bearing,

stoplog piers, well staining, transitionwall, etc.

1 (ii) M-20 grade. 5705.30 m3

1 (iii) M-25 grade. 5753.60 m3

1 (iv) M-30 grade. 5884.70 m3

Roadway slab, approch salb, chute floor slab, kerb, pier cap,

abutment cap, hoisting platform, top slab of barrel etc.

1 (ii) M-20 grade. 5158.40 m3

1 (iii) M-25 grade. 5206.30 m3

(F) Top slab of bridge with main and cross girder of bridge etc.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

1 (ii) M-20 grade. 5857.90 m3

1 (iii) M-25 grade. 5905.80 m3

1 (iv) M-30 grade. 6035.90 m3

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

Raft, Bottom slab of barel, footing of columns, piers, abutment and

bottom slab of sump etc.

Piers, abutment, wingwalls, headwall, returnwall etc.

Walls of barrels, brestwall, staunching rings, pedestals of bearing,

stoplog piers, well staining, transitionwall, etc.

Roadway slab, approch salb, chute floor slab, kerb, pier cap,

abutment cap, hoisting platform, top slab of barrel etc.

Top slab of bridge with main and cross girder of bridge etc.

Providing and laying no fine concrete of cement, coarse

100 aggregates etc. complete. (BATCHING PLANT BASED)

1 (ii) M-20 grade. 4797.30 m3

Providing and laying no fine concrete of

101 cement, coarse aggregates etc. complete.

(Manually With Conventional Mixer)

1 (ii) M-20 grade. 5016.50 m3

Providing and laying pre-cast blocks of cement concrete of as per

drawing etc. complete. (Manually With Conventional Mixer)

1 (ii) M-15 grade. 4551.00 m3

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)

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Filling in foundation with concrete of cement, sand and burnt

brick ballast in following proportion including centering,

shuttering, temping, smooth finishing, curing etc. complete as directed

for all leads and lifts.(Manually With Conventional Mixer)

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

106 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 lifts(Manually With Conventional Mixer)

Providing & Laying in position with Automatic Batchmix Plant &

Transit Mixer "DESIGN MIX" cement concrete using cement

sand and crushed aggregate for C.C./ R.C.C work including

necessary formwork, centering, scaffolding, compaction by

vibrator, curing as directed with all lead & lift etc complete without

dewatering and excluding the cost of steel reinforcement.

(A) For Footing of column / Abutment / Pier / Bottom slab of

barrel / Plinth course / Coping etc.

1 (a) Concrete grade M-15 and MSA-20 mm 4011.00 m3

1 (b) Concrete grade M-15 and MSA-40 mm 3917.00 m3

1 (c) Concrete grade M-20 and MSA-20 mm 4302.00 m3

1 (d) Concrete grade M-20 and MSA-40 mm 4159.00 m3

(B) For Pier and Abutments / Wing wall / Head

wall / Return wall etc.

1 (a) Concrete grade M-15 and MSA-40 mm 4262.00 m3

1 (f) Concrete grade M-20 and MSA-40 mm 4504.00 m3

(C) For Pier Cap, Abutment Cap etc

108 1 (g) Concrete grade M-20 and MSA-20 mm 4647.00 m3

No. Quantities Item of Work Rates(Rs.) Unit Total Amount

No. Quantities Item of Work Rates(Rs.) Unit Total Amount

1 (h) Concrete grade M-25 and MSA-20 mm 4842.00 m3

(D) For Kerb / Wearing coat.

1 (i) Concrete grade M-20 and MSA -10 to 20mm 5488.00 m3

1 (J) Concrete grade M-25 and MSA -10 to 20mm 5683.00 m3

(E) For Column / Beam / Solid Slab of Road

Bridge / Barrel / Cutoff wall etc.

1 (k) Concrete grade M-20 and MSA-20 mm 5225.00 m3

1 (L) Concrete grade M-20 and MSA-40 mm 5082.00 m3

1 (m) Concrete grade M-25 and MSA-20 mm 5420.00 m3

1 (n) Concrete grade M-25 and MSA-40 mm 5277.00 m3

(F) For Perapet wall of Road Bridge / Structure

, Approach Slab.

1 (o) Concrete grade M-20 and MSA -10 to 20 mm 8901.00 m3

1 (p) Concrete grade M-25 and MSA -10 to 20 mm 9174.00 m3

(G) For Wearing coat 75 mm thick.

1 (q) Concrete grade M-20 and MSA -10 to 20 mm 358.00 m3

1 (r) Concrete grade M-25 and MSA -10 to 20 mm 361.00 m3

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.

109 1 (a) MILD STEEL 5612.60 Qtl

1 (b) TMT 7194.00 Qtl

1 (c) HYSD BAR 7124.80 Qtl

1 (d) TMT-CRS 7618.00 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.

1 (a) NP2 class 250mm dia pipe. 343.90 m

1 (b) NP2 class 300mm dia pipe. 627.30 m

1 (c) NP2 class 450mm dia pipe. 1001.30 m

110 1 (d) NP2 class 600mm dia pipe. 1332.00 m

1 (e) NP2 class 750mm dia pipe. 1828.40 m

1 (f) NP2 class 800mm dia pipe. 1932.10 m

1 (g) NP2 class 900mm dia pipe. 2148.80 m

1 (h) NP2 class 1050mm dia pipe. 2460.90 m

1 (i) NP2 class 1100mm dia pipe. 2789.50 m

1 (j) NP2 class 1200mm dia pipe. 3039.00 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.

1 (a) NP3 class 300mm dia pipe. 665.40 m

1 (b) NP3 class 450mm dia pipe. 1196.60 m

1 (c) NP3 class 600mm dia pipe. 2005.00 m

1 (d) NP3 class 750mm dia pipe. 2665.00 m

1 (e) NP3 class 900mm dia pipe. 3590.90 m

1 (f) NP3 class 1100mm dia pipe. 4952.60 m

1 (g) NP3 class 1200mm dia pipe. 5758.40 m

Providing and fixing in position (different diameter) I.R.S NP4

R.C.C 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.

1 (a) NP4 class 300mm dia pipe. 770.40 m

112 1 (b) NP4 class 450mm dia pipe. 1194.70 m

1 (c) NP4 class 600mm dia pipe. 2264.30 m

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

1 (d) NP4 class 800mm dia pipe. 3406.40 m

1 (e) NP4 class 900mm dia pipe. 3886.80 m

1 (f) NP4 class 1050mm dia pipe. 4595.90 m

1 (g) NP4 class 1200mm dia pipe. 6819.20 m

Providing and fixing in position (different diameter) R.C.C., P1

pressure pipe with collar including filling and caulking the joints

with cement mortar 1:1 proportion, finishing, curing etc. complete for

all lead and lifts.

Providing and fixing in position (different diameter) R.C.C., P2

pressure pipe with collar including filling and caulking the joints

with cement mortar 1:1 proportion, finishing, curing etc. complete for

all lead and lifts.

Providing and laying uncoarsed rubble masonary in ordinary

115 1 portland cement mortar 1:5 proportion in foundation including 3652.80 m3

curing etc. complete for all lead and lifts.

Providing and laying uncoarsed rubble masonary in ordinary

portland cement mortar 1:5 proportion in super structure

including 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 proportion in super structure to

line and level including scaffolding, racking out joints, curing etc.

complete for all lead and lifts.

Providing and laying burnt brick (conventional size) masonary for

foundation in ordinary portland cement mortar 1:6

proportion including racking out joints upto 15mm. depth curing

etc. complete for all lead and lifts.

Providing and laying burnt brick (conventional size) masonary for

foundation in ordinary portland cement mortar 1:5

proportion including racking out joints upto 15mm depth curing etc.

complete for all lead and lifts.

Providing and laying burnt brick (conventional size) masonary for

super structure in ordinary portland cement mortar 1:6

proportion including racking out joints upto 15mm. Depth curing

etc. complete for all lead and lifts.

Providing and laying burnt brick (conventional size) masonary for

super structure in ordinary portland cement mortar 1:5

proportion including racking out joints upto 15mm depth curing etc.

complete for all lead and lifts.

Providing water proof cement plaster 20mm thick in cement

mortar 1:3 proportion with one kilogram of water proofing material

122 1 per bag (50Kg) of cement including cleaning the surface, neat 300.50 m2

finishing, curing scaffoldong etc.

complete for all leads and lifts.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Providing cement plaster in various thickness and proportion

including smooth finishing, curing, scaffolding etc. complete for all

and lifts as under.

(a) Cement mortar 1:3 proportion.

1 (ii) 12mm thick. 192.70 m2

(b) Cement mortar 1:2 proportion.

1 (i) 20mm thick. 313.90 m2

1 (ii) 12mm thick. 206.20 m2

Providing and laying 300 mm thick pucca rubble pitching in

cement mortar 1:5 proportion with the surface pointed with cement

mortar of 1:3 proportion including curing etc. complete

for all leads & lifts.

Providing and laying 230 mm thick pucca rubble pitching in

cement mortar 1:5 proportion with the surface pointed with cement

mortar of 1:3 proportion including curing etc. complete

for all leads & lifts.

Providing and laying 450 mm thick pucca rubble pitching laid

in cement mortar 1:5 proportion with the surface pointed

with cement mortar of 1:3 proportion including

curing etc. complete for all leads & lifts.

Providing and laying pucca rubble pitching laid in cement mortar 1:4

proportion with the surface pointed with cement mortar of 1:3

proportion for following thickness including

curing etc. complete for all leads & lifts.

1 (a) 40 cm thickness. 1759.20 m2

1 (b) 30 cm thickness. 1620.40 m2

1 (c) 23 cm thickness. 1434.70 m2

Providing panel pitching having panels of 3.0m x 3.0m with U.C.R

masonary in cement mortar 1:5, 0.45m wide and 0.60m deep around

128 1 panels including filling the panels with dry rubble 0.45m thick 847.30 m2

and filling the voids with earth as

Providing panel pitching having panels of 3.0m x 3.0m in cement

concrete 1:3:6, 0.30 wide and 0.60m deep around panels including

filling the panels with dry rubble 0.45m thick and filling the voids

with earth as directed.

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

panneling complete for all leads and

1 (a) 300mm thick. 455.50 m2

1 (b) 450mm thick. 634.30 m2

1 (c) 600mm thick. 815.80 m2

Providing cement mortar pointing to the brick masonary in

proportion as under after racking out joints 20mm deep

including smooth finishing, curing scaffolding etc. complete for

all leads and lifts.

1 (a) Cement mortar 1:2 proportion. 146.10 m2

1 (b) Cement mortar 1:1 proportion. 149.20 m2

Providing cement mortar pointing to the stone masonary in

proportion as under after racking out joints 20mm deep

including smooth finishing, curing scaffolding etc. complete for all

leads and lifts.

1 (a) Cement mortar 1:2 proportion. 161.10 m2

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

1 (b) Cement mortar 1:1 proportion. 164.10 m2

Providing 20mm thick sand faced cement plaster with consisting

of 13mm thick backing coat in cement mortar 1:4 proportion 8mm

thick finishing coat of cement mortar 1:2 including scaffoldong,

watering and curing etc. complete for all lead and lifts.

Providing and laying 75mm wearing coat of ordinery portland

cement concrete M-15 grade including laying on proper camber,

tamping, screening, finishing, broomung or grooving etc.

complete for all leds and lifts.

providing and laying plain cement concrete in M

15 grade using cement sand and coarse aggregate for R.C.C

parapet of 15cm thickness as per detailed drawing with

necessary reinforcement including form work, batching, mixing,

placing, rodding, vibrating, curing, smooth finishing etc. complete

for all leads and lifts.(Including cost of reinforcement)

Filling the joints to the existing RCC trough lining with cement

mortar 1:3 proportion of cement & sand including racking out

joints, curing etc. complete with all leads and lifts. Of trough size- 25 x

Filling the joints to the existing block lining with

c.m 1:3 proportion of cement & sand, including racking out joints,

scafolding if required, finishing, curing etc. complete for all lead

Providing and laying yellow soil earth in canal section before m3

138 1 laying C.C. block for lead up to 215.10

5.00 K.M. and all lifts.

Providing and laying local sand in canal section m3

139 1 before laying R.C.C. Trough for lead up to 10.0 549.40

K.M. and all lifts.

Removing, Cleaning and refixing of R.C.C.Pipes of canal structure and

U.G.P.L. including fixing collars for pipe joints in cement and

sand including filling and chaulking joints with cement mortar of

1:1 proportion curing etc. complete for all lead and lift.

1 (a)for 150 mm. to 200 mm. Dia. Pipes. 421.40 m

1 (b)for 225 mm. to 250 mm. Dia. Pipes. 462.90 m

1 (c)for 300 mm. Dia pipes. 557.10 m

1 (d)for 400 mm. to 450 mm. Dia pipes. 694.50 m

Removing the disturbed C.C.blocks and stacking the same as

directed and refixing the blocks upto 50 mm. thickness and of

different size on 10 mm. thick layer of cement mortar of 1:5

proportion including joints filled with cement mortar of 1:5

proportion in bed and slope including dressing the subgrade

to correct profile curing etc. complete for all lead and lift.

Repairing of joints of R.C.C.Pipes of U.G.P.L. System and canal

structures including excavation of trenches dismentaling joints and

joints to be repaired by providing craddle of 0.50 x 0.50 x 0.15 m.

size around the joints with C.C. of 1:2:4 proportion etc. complete

with all leads and lifts.

1 (a)for 150 mm. To 200 mm. Dia. Pipes.

1 (b)for 225 mm. To 250 mm. Dia. Pipes. 1329.10 No.

1 (c)for 300 mm. Dia pipes. 1454.80 No.

1 (d)for 400 mm. To 450 mm. Dia pipes. 1953.10 No.

1 (e)for 600 mm. Dia pipes. 2574.20 No.

Fixing of C.I. Outlets on Tail Chamber of

143 1 U.G.P.L. system by making holes for fixing of C.I.Outlets in 705.00 No.

B.B.Masonary in C.M 1:6 etc. complete as directed.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Labour charges for clearing of kundi of Air Vent / Tail Chamber and

well of U.G.P.L system by digging the silt in slushy & muddy

condition including throwing the silt, boulders, shrubs & debries etc.

Outside of kundi etc. complete as directed for lift as under.

(a) For kundi of 0.90 m. dia.

1 (i) For lift upto 1.50 mt. 138.40 No.

1 (ii) For lift 1.50 to 3.00 mt. 299.90 No.

1 (iii) For lift 3.00 to 4.50 mt. 357.60 No.

(b) For kundi of 1.20 m. dia.

1 (i) For lift upto 1.50 mt. 248.10 No.

1 (ii) For lift 1.50 to 3.00 mt. 301.10 No.

1 (iii) For lift 3.00 to 4.50 mt. 361.80 No.

Providing and laying cement concrete of 1:2:4 proportion of

cement, sand and coarse aggregate for R.C.C. jacketing to

145 1 canal structures including form work, centering, rodding, 9292.50 m3

vibrating, smooth finishing, curing etc. complete with all leads

and lifts. ( with B.T.Metal)

Providing and fixing 60 cm. dia. M.S.Frame and cover for manhole

with 16 mm. dia gas hardened bolts including locking

arrangement, painting etc. complete as per drawing and as

Providing and fixing 15 cm. dia. cast iron sluice valve witrh cast iron

147 1 piece including required material like nut bolts, rubber packing etc. 7386.10 No.

and fixing tail piece with R.C.C.Pipes.

Providing and fixing M.S.Jali 0.45 x 0.45 mt. Size with flat 50 mm x

148 1 mm. Size and M.S.Bars of 10 mm. dia 5 cm. c/c. including welding 4176.70 m2

cutting etc. complete.

Providing and fixing precast R.C.C. Manhole cover of size 0.45 x

0.60 x 10 cm. as per drawing with an angle 50 x 50 x 5 mm.

necessary fittings etc. complete.

Providing and fixing M.S.Outlet of 200 mm.dia with necessary

locking arrange ment in the chamber as directed etc. complete.

Testing of pipe line by water with all leads and lifts including water

charges etc. complete.

Providing C. I. Outlet 225 mm. Dia including

locking arrangement and neccesary fitting.

Drilling 50 mm dia. holes for anchoring 32mm dia. steel rods at

450 angle in dyke below foundation level and filling the cement

slurry after inserting 32mm dia steel rod for depth upto 1.0 meter

including labour etc. complete.

Providing and fixing in position 110 mm dia PVC pipe weep holes

in abutment, wing wall, and laying training etc. complete.

Providing and fixing marble plate of 2 cm thickness including engraving

and filling paint for letters as directed. cm2

Providing and 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 quality.

1 (A) 225mm wide PVC water stop. 384.90 m

1 (B) 300mm wide PVC water stop. 445.50 m

Providing and fixing in position pre moulded asphalt or bitumin

cork board of approved quality and specification as per design

and drawing as directed.

157 1 (A) 25mm thickness 1319.00 m2

1 (B) 20mm thickness. 1205.70 m2

1 (C) 18mm thickness 1063.00 m2

1 (D) 12mm thickness 1007.40 m2

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Filling in foundation with plumb concrete of cement sand and

158 1 metal (up to 5 cm size) in proportion 1:3:6 including centering, 4653.20 m3

shuttering, temping, smooth finishing curing for all leads and lift.

supply of Fibre glass plastic (FRP) Measuring cut throat flume for

accurate measurement of water flowing through channels with

moulded engraved gauze marking in Lit/sec and also in centimeter

including discharge table capacity marking flow direction, pipe

stiffner, hold fasts and sand treatment on back side of flume etc

(Rate is inclusive of transportation of flume device at site )

(a) 1 For 0.50 cusecs (sec 10cm x 90cm) 5073.80 No.

(b) 1 For 1.0 cusecs (sec 20cmx90cm) 11697.01 No.

(c) 1 For 2.0 cusecs (sec 20cmx90cm) 12883.42 No.

(d) 1 For 3.0 cusecs (sec 20cmx90cm) 14015.49 No.

(e) 1 For 4.0 cusecs (sec 20cmx90cm) 15180.37 No.

(f) 1 For 5.0 cusecs (sec 40cmx180cm) 38103.72 No.

(g) 1 For 6.0 cusecs (sec 40cmx180cm) 40463.22 No.

(h) 1 For 8.0 cusecs (sec 40cmx180cm) 42780.68 No.

(i) 1 For 10.0 cusecs (sec 40cmx180cm) 45056.09 No.

(j) 1 For 12.0 cusecs (sec 40cmx180cm) 47661.69 No.

(k) 1 For 15.0 cusecs (sec 40cmx180cm) 52409.41 No.

(l) 1 For 18.0 cusecs (sec 40cmx180cm) 54383.35 No.

(m) 1 For 20.0 cusecs (sec 40cmx180cm) 56705.93 No.

(n) 1 For 25.0 cusecs (sec 40cmx180cm) 93686.81 No.

(o) 1 For 30.0 cusecs (sec 40cmx180cm) 97138.39 No.

(p) 1 For 35.0 cusecs (sec 40cmx180cm) 104511.19 No.

(q) 1 For 40.0 cusecs (sec 40cmx180cm) 111238.99 No.

(r) 1 For 50.0 cusecs (sec 100cmx270cm) 117513.56 No.

(s) 1 For 60.0 cusecs (sec 100cmx270cm) 129151.09 No.

(t) 1 For 70.0 cusecs (sec 100cmx270cm) 135949.65 No.

(u) 1 For 80.0 cusecs (sec 100cmx270cm) 146379.24 No.

Supplying & fixing of Fibre glass rainforced plastic (FRP)

Measuring parshall flume with mechanical gauze for accurate

measurement of water flowing through channels with moulded

160 engraved marking in Lit/sec and also in centimeter including

discharge table capacity marking flow direction, pipe stiffner, hold

fasts and sand treatment on back side of flume etc (Rate is

inclusive of transportation of flume device at site )

(a) 1 For 100.0 Cusecs (2.40 mt. throat width) 349753.58 No.

(b) 1 For 150.0 Cusecs (2.40 mt. throat width) 372705.64 No.

(c) 1 For 200.0 Cusecs (3.05 mt. throat width) 669545.30 No.

(d) 1 For 250.0 Cusecs (3.05 mt. throat width) 692078.98 No.

(e) 1 For 300.0 Cusecs (3.05 mt. throat width) 701312.92 No.

(f) 1 For 400.0 Cusecs (3.05 mt. throat width) 750005.17 No.

(g) 1 For 500.0 Cusecs (3.05 mt. throat width) 1227939.79 No.

(h) 1 For 750.0 Cusecs (3.05 mt. throat width) 1322196.74 No.

(i) 1 For 1000.0 Cusecs (3.05 mt. throat width) 1234302.54 No.

Providing gauge plate of following size of material fibre glass

reinforced plastic with engraved bands width and figures

with necessary clits and fastenersand fixing the same at the

site of work etc complete asdirected

1 For 1.0 mt x 1.0 mt gauge patti 22149.15 No.

1 For 0.60 mt. x 1.0 mt. gauge patti 14786.61 No.

1 For 0.45 mt. x 1.00 mt. gauge patti 11382.20 No.

1 For 0.30 mt. x 1.00 mt. gauge patti 8265.94 No.

1 For 0.20 mt. x 1.00 mt. gauge patti 5321.95 No.

1 For 0.15 mt. x 1.00 mt. gauge patti 4342.67 No.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Manufacture, supply and erection of vertical gate consisting gate

leaf, stiffeners, rubber seal, embedded parts as shown in

162 drawings 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.

OPEN TYPE GATES.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Providing and applying Polymer treatment on RCC structures, barrels,

aqueducts, ogies, bridges etc. RCC beams, columns etc. for

163 1 strengthening Concrete structures by applying high dose passivitor of 4075.65 m2

SBR latex or equivalent to RCC members up to 25 mm thick including all

types scaffolding etc. complete for all lead and lifts.

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

165 1 3.8 mm Dia Including Cutting in required sizes,fixing in canal prism 92.10 m2

including cover block & binding wire etc. complete as directed.

Providing and fixing steel grill over canal syphon well as directed etc.

complete as per drawing.

Trimming of the canal section manually for preparing sub

grade for laying cement concrete.

Providing and laying plain /reinforced cement concrete lining of

M-15 grade in bed, side slopes and curvature including

batching, mixing,transporting placing, smooth finishing, curing

including dewatering where required.( machinary based with Paver).

1 (a) 7.5cm thick lining in Bed & slope 378.60 m2

1 (b) 10.0cm thick lining in Bed & slope 485.70 m2

168 1 (c) 15 cm thick lining in Bed & slope 703.80 m2

(d) 7.5cm thick lining in Bed & slope,(With

membrane curing)

(e) 10.0cm thick lining in Bed & slope (With

membrane curing)

(f) 12.5cm thick lining in Bed & slope (With

membrane curing)

(g) 15 cm thick lining in Bed & slope (With

membrane curing)

Providing and laying plain / reinforced cement concrete lining of

M-15 grade in bed, side slopes and curvature including

batching, mixing, transporting placing, smooth finishing, curing

including dewatering where required. ( machinary based without

1 (a) 7.5cm thick lining in Bed & slope 387.80 m2

1 (b) 10.0cm thick lining in Bed & slope 478.20 m2

169 1 (c) 15 cm thick lining in Bed & slope 659.40 m2

(d) 7.5cm thick lining in Bed & slope (With

membrane curing)

(e) 10.0cm thick lining in Bed & slope (With

membrane curing)

(f) 12.5cm thick lining in Bed & slope. (With

membrane curing)

(g) 15 cm thick lining in Bed & slope (With

membrane curing)

Providing and laying M-10 c.c platform vibrated blocks 50 mm thick

and size as directed on 10 mm thick layer of 1:5 cement mortar

including filling and pointing joints in cement mortar 1:3 including

dreassing the slopes and bed in all type of soil of correct profile in

bed and slopes curing including filling the joints with asphalt with all

leads and lifts etc. complete.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Providing and laying platform vibrated trough 5cm thick of M-15

cement concrete on 10 mm thick cement mortar of 1:6proportion

in bed filling 10 mm wide joints in cement mortar 1:3 proportion

including smooth finishing curing etc. complete as directed.

Manufacturing and supplying 5cm thick platform vibrated

precast block with tapared side of M-15 grade concrete of 5.0cm

thickness and of designed section (maximum allowed 45cm x

172 1 45cm) using cement, sand and crushed aggregate (10mm and 251.10 m2

below) including necessary smooth finishing, watering and

curing with loading, unloading, transporting of blocks upto 25 km

lead and all lifts and stacking in the Govt. store as directed.

Refixing of disturbed platform vibrated trough 5cm thick of M-15

cement concrete on 10 mm thick cement mortar of 1:6proportion

in bed filling 10 mm wide joints in cement mortar 1:3 proportion

including smooth finishing curing etc. complete as directed.

Labour charges for fixing precast tabel vibrated 5cm thick cement

concrete blocks of any size including carting from, the Govt. store to

site of work with a lead upto 25 km including surface dressing and

preparing the section, laying in position, jointing in cement

mortar 1:3 as directed including curing etc. complete for all leads

Providing and laying sandwitched brick tiles lining in two layers,

laying bottom layer on compacted sub grade with filing 10mm

wide joints in CM 1:3 proportion with sand witched plaster 10mm

thick in CM 1:3 on the top of the bottom layer of tiles and laying top

175 1 layers of tiles on 6mm thick cement plaster in cement mortar 1:3 828.70 m2

proportion be laid with staggered joints 10mm wide to be filled

with cement mortar 1:3 proportion including finishing, curing

including filling joints with asphalt etc.

Providing and laying safety ladder along the canal as per drawing

Providing and fixing pressure relief valves of P.V.C including

excavating pits and refilling the same with filter materials as per

177 design and drawing at required intervals etc. complete as directed.

1 (A) 50 mm dia. 842.00 No

Providing transverse drains 50cm wide inside slopes and 50cm

wide longitudinal and transverse drain in bed below cement

concrete lining including providing filter materials and stone ware

pipe of specified diameter as per details drawing etc. as directed.

Providing inspection steps while lining along canal slopes as per

drawing etc. complete as dirercted.

Providing washing ghat while lining along canal slopes as per

drawing etc. complete as dirercted.

Providing and filling the polysulphide joint selent of the

181 1 approved make in the expansion and contraction joints in the m

c.c. lining including clearing the joints with air water jet.

Providing and fixing PVC strip in the concrete lining including

182 1 inserting in crack including joints of dimension as per m

drawing etc. complete.

Providing 7.0 cm thick brick lining in one layer of 6mm thick CM

1:3 over 16 mm thick impervious layer of CM 1:3 laid over 10mm

thick layer of CM 1:6 including filling 8mm wide joints with CM 1:3,

smooth finishing, curing etc. complete.

Providing 7.0 cm thick brick lining in one layer on 6mm thick CM

1:3 over 12 mm thick impervious layer of CM 1:3 laid over 10mm

thick layer of CM 1:6 including filling 8mm wide joints with CM 1:3,

smooth finishing, curing etc. complete.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

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 Paver)

185 1 a) 7.50 cm in Bed & slope (with water curing ) 364.50 m2

1 a) 10.0 cm in Bed & slope (with water curing ) 448.20 m2

c) 7.50 cm in Bed & slope (with membrane

d) 10.0 cm in Bed & slope (with membrane

Providing and Filling Contraction Joints with 20 mm thick Polymer base

filler sheet of approved quality as directed etc. completely.

Providing and filling Asphalt of the approved make and sand in

187 1 the expansion and contraction joints in the C.C. lining including 68.03 m

clearing the joints with air water jet.

Providing and laying geo fabric filter (GWF-40- 200 category)over

the excavated surface as per specification including stiching with

overlap to design profile as directed in tidal range etc.

Providing and laying geo fabric filter (GWF-50- 300 catogary) over

the excavated surface as per specification including stiching with

overlap to design profile as directed in tidal range etc.

Supplying and laying fillter layer of coarse sand and gravel in empty

gunney bags in 30 cm thickness including stiching with nylone wire

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. complete.

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. complete.

Supplying and laying trap rubble stone of 10 to 50kg 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. complete.

Supplying and laying flexible gabions of size 1m x 1m x 1m (mesh

size 100mm x 100mm)of rope 9mm dia P.P. materials filled with 10 to

40 kg trap rubble stone (approximate weight 1.5 tonne) as per

193 1 drawing including packing, inter locking of stones and stiching, 2558.00 No.

fusing top of gabione and tying to each other and laying to the

required line, level, slope with all leads and lifts as directed etc.

Suplying and laying flexible gabions of size 1m x 1m x 2m (mesh size

100mm x 100mm) of rope 9mm dia p.p. naterials filled with 10 to

40 kg trap rubble stones ( approximate weight 3.0 tonne ) as per

194 1 drawing including packing, inter locking of stones and stiching, fusing 4513.00 No.

the top of gabions and tieing to each other and laying to the

required line, level, slope with all lead and lifts as directed etc.

Suplying and laying flexible gabions of size 1m x 1m x 3m (mesh size

100mm x 100mm) of rope 9mm dia p.p. naterials filled with 10 to

40 kg trap rubble stones (approximate weight 4.5 tonne) as per

195 1 drawing including packing, inter locking of stones and stiching, fusing 6287.10 No.

the top of gabions and tieing to each other and laying to the

required line, level, slope with all lead and lifts as directed etc.

Providing inverted filter of 8cm sand and 8cm gravel

196 1 below/behind wall/pitching including laying to correct slopes 146.90 m2

after necessary trimming of earth work etc. complete.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Pitching of hammer dressed stones for thickness of 30cm

about 15cm to 20cm size in mortar of cement and sand in

proportion 1:8 including necessary trimming of slope etc.

Providing and laying 0.6 meter thick dry rubble pitching in 6 SWG wire

198 1 net on river slope as per drawing and design including necessary 1413.40 m2

dressing of the surfacr etc. complete.

Providing and laying dry rubble appron as per drawing and design

in rares in 6 SWG wire netting including providing and

laying connection G.I wire net in river side of 3 meter

thick dry rubble as per direction.

Supplying and laying mechanically woven double twisated

Hexagonal Zn PVC coated box wire mesh gabions Size 4m x 1m x

1m filled with 15 to 40 kg. trap rubble stone (approximate

6.0 ) 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 85% & 15 km for 15% rubble

Supplying and laying mechanically woven double twisated

Hexagonal Zn PVC coated box wire mesh gabions Size 3m x 1m x

1m filled with 15 to 40 kg. trap rubble stone (approximate

201 1 4.5) tone with mesh size 10x12 cm including packing, interlocking 7817.00 No.

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)

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh gabions Size 2m x 1m x

1m filled with 15 to 40 kg. trap rubble stone (approximate

202 1 3.0) tone with mesh size 10x12 cm including packing, interlocking 5139.00 No.

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 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 15 to 40 kg. trap rubble stone (approximate

203 1 0.75) tone with mesh size 10x12 cm including packing, interlocking 1779.00 No.

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)

Supplying and laying bedding layer of 20 cm thick with single layer

of jute/nylon bags filled with stone grit (up to 5mm size)

including all leads & lifts as ditrected in tidal range etc.

205 1 -do-layer of 15 cm thick 209.00 m2

206 1 -do-layer of 30 cm thick 342.00 m2

Supplying and laying flexible gabions of size 3m x 1m x 0.60m

(mesh size 100mm x 100mm)of rope 9mm dia P.P. materials

filled with 10 to 40 kg trap rubble stone (approximate weight

207 1 tonne) as per drawing including packing, inter locking of stones 4281.00 No.

and stiching, fusing top of gabione and tying to each other and

laying to the required line, level, slope with all leads and lifts as

directed etc. complete.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Supplying and laying flexible gabions of size 1m x 1m x 0.60m

(mesh size 100mm x 100mm)of rope 9mm dia P.P. materials

filled with 10 to 40 kg trap rubble stone (approximate weight

208 1 tonne) as per drawing including packing, inter locking of stones 1784.00 No.

and stiching, fusing top of gabione and tying to each other and

laying to the required line, level, slope with all leads and lifts as

directed etc. complete.

Supplying and laying flexible gabions of size 2m x 1m x 0.60m

(mesh size 100mm x 100mm)of rope 9mm dia P.P. materials

filled with 10 to 40 kg trap rubble stone (approximate weight

209 1 tonne) as per drawing including packing, inter locking of stones 3474.00 No.

and stiching, fusing top of gabione and tying to each other and

laying to the required line, level, slope with all leads and lifts as

directed etc. complete.

Supplying and laying flexible gabions of size 1m x 1m x 1m (mesh

size 150mm x 150mm)of rope 9mm dia P.P. materials filled with 10 to

40 kg trap rubble stone (approximate weight 1.5 tonne) as per

210 1 drawing including packing, inter locking of stones and stiching, 2055.00 No.

fusing top of gabione and tying to each other and laying to the

required line, level, slope with all leads and lifts as directed etc.

Suplying and laying flexible gabions of size 1m x 1m x 2m (mesh size

150mm x 150mm) of rope 9mm dia p.p. naterials filled with 10 to

40 kg trap rubble stones ( approximate weight 3.0 tonne ) as per

211 1 drawing including packing, inter locking of stones and stiching, fusing 4328.00 No.

the top of gabions and tieing to each other and laying to the

required line, level, slope with all lead and lifts as directed etc.

Suplying and laying flexible gabions of size 1m x 1m x 3m (mesh size

150mm x 150mm) of rope 9mm dia p.p. naterials filled with 10 to

40 kg trap rubble stones (approximate weight 4.5 tonne) as per

212 1 drawing including packing, inter locking of stones and stiching, fusing 5784.00 No.

the top of gabions and tieing to each other and laying to the

required line, level, slope with all lead and lifts as directed etc.

Supplying and laying flexible gabions of size 1m x 0.5m x2m of

rope 9mm dia 4 Strand P.P. materials mesh opening 100mm x

100mm filled with 20 to 40 kg trap rubble stone (approximate weight

213 1 1.5 tonne) as per drawing including packing, inter locking of 3494.80 No.

stones and stiching, fusing top of gabione and tying to each other

and laying to the required line, level, slope with all leads and lifts as

directed etc. complete.

Supplying and laying flexible gabions of size 1m x 0.5m x3m of

rope 9mm dia 4 Strand P.P. materials mesh opening 100mm x

100mm filled with 20 to 40 kg trap rubble stone (approximate weight

214 1 2.25 tonne) as per drawing including packing, inter locking of 4899.70 No.

stones and stiching, fusing top of gabione and tying to each other

and laying to the required line, level, slope with all leads and lifts as

directed etc. complete.

Supplying and laying flexible gabions of size 1m x 1m x0.5m of

rope 9mm dia 4 Strand P.P. materials mesh opening 100mm x

100mm filled with 20 to 40 kg trap rubble stone (approximate weight

215 1 0.75 tonne) as per drawing including packing, inter locking of 2180.80 No.

stones and stiching, fusing top of gabione and tying to each other

and laying to the required line, level, slope with all leads and lifts as

directed etc. complete.

Supplying & Laying trap rubble stone up to 20 kg in weiight for toe

and core filling including coveying material from stacks and laying

Supplying & Laying trap rubble stone 20 to 50 Kg. in weiight for toe

and core filling including coveying and stacking to required line

level Slopes section including all leads and lifts. Conveying

material from stacks and laying etc. complete.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Supplying & Laying trap rubble stone 50 to 100 Kg. in weiight for toe

and core filling including coveying and stacking to required line

level Slopes section including all leads and lifts. Conveying

material from stacks and laying etc. complete.

Supplying & Laying trap rubble stone 300 to 500 Kg. in weiight for toe

and core filling including coveying and stacking to required line

level Slopes section including all leads and lifts. Conveying

material from stacks and laying etc. complete. Rate analysis for 1 cum.

Supplying & Laying trap rubble stone 500 to 1000 Kg. in weiight

for toe and core filling including coveying and stacking to

required line level Slopes section including all leads and lifts. Conveying

material from stacks and laying etc. complete. Rate analysis for 1 cum.

Provbidng inverted filter of 30 cm. Sand and 30 cm. gravel

221 1 below/behind wall/Pitching including laying to correct slopes m2

after neccesary trimming of earth work etc. comp.

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh reno mattress Size 3m x 2m x

0.17m filled with 10 to 15 kg. trap rubble stone (approximate

222 1 1.5) tone with mesh size 6x8 cm including packing, interlocking 4632.00 No.

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)

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh reno mattress Size 4m x 2m x

0.17m filled with 10 to 15 kg. trap rubble stone (approximate

223 1 2.00) tone with mesh size 6x8 cm including packing, interlocking of 6066.00 No.

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)

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh reno mattress Size 5m x 2m x

0.17m filled with 10 to 15 kg. trap rubble stone (approximate

224 1 2.50) tone with mesh size 6x8 cm including packing, interlocking of 5070.00 No.

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)

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh reno mattress Size 6m x 2m x

0.17m filled with 10 to 15 kg. trap rubble stone (approximate

225 1 3.0) tone with mesh size 6x8 cm including packing, interlocking 8112.00 No.

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)

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh reno mattress Size 3m x 2m x

0.23m filled with 10 to 15 kg. trap rubble stone (approximate

226 1 2.0) tone with mesh size 6x8 cm including packing, interlocking 5038.00 No.

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)

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh reno mattress Size 4m x 2m x

0.23m filled with 10 to 15 kg. trap rubble stone (approximate

227 1 2.75) tone with mesh size 6x8 cm including packing, interlocking of 6446.00 No.

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)

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh reno mattress Size 5m x 2m x

0.23m filled with 10 to 15 kg. trap rubble stone (approximate

228 1 3.5) tone with mesh size 6x8 cm including packing, interlocking 7798.00 No.

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)

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh reno mattress Size 6m x 2m x

0.23m filled with 10 to 15 kg. trap rubble stone (approximate

229 1 4.15) tone with mesh size 6x8 cm including packing, interlocking of 9312.00 No.

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)

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh reno mattress Size 3m x 2m x

0.30m filled with 10 to 15 kg. trap rubble stone (approximate

230 1 2.70) tone with mesh size 6x8 cm including packing, interlocking of 5755.00 No.

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)

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh reno mattress Size 4m x 2m x

0.30m filled with 10 to 15 kg. trap rubble stone (approximate

231 1 3.50) tone with mesh size 6x8 cm including packing, interlocking of 7366.00 No.

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)

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh reno mattress Size 5m x 2m x

0.30m filled with 10 to 15 kg. trap rubble stone (approximate

232 1 4.50) tone with mesh size 6x8 cm including packing, interlocking of 9062.00 No.

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)

Supplying and laying mechanically woven double twisated

Hexagonal Zn+ PVC coated box wire mesh reno mattress Size 6m x 2m x

0.30m filled with 10 to 15 kg. trap rubble stone (approximate

233 1 5.40) tone with mesh size 6x8 cm including packing, interlocking of 10714.00 No.

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)

Untie old gabion and retie the gabion with P.P. Rope of 9mm dia. P.P. m2

material as directed.

Providing and laying Non Woven Geo Fabric Filter over the

235 1 excavated surface as per specification including stitching with 86.40 m2

overlap to design profile as directed in tidal range etc….complete.

Supplying & Laying trap Rubble Stone 5 to 20 kg in weight for toe

& core filling including conveying and stacking to required line,

236 1 level, slope section including all leads & lifts conveying 906.98 m3

materials from stacks and laying etc.

Supplying & Laying trap Rubble Stone 20 to 40 kg in weight for toe &

core filling including conveying and stacking to required line, level,

237 1 slope section including all leads & lifts conveying materials 928.16 m3

from stacks and laying etc.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Supplying & Laying trap Rubble Stone 50 to 200 kg in weight for toe

& core filling including conveying and stacking to required line,

level, slope section including all leads & lifts conveying

materials from stacks and laying etc. completely.

Supplying & Laying trap Rubble Stone 100 to 200 kg in weight for

toe & core filling including conveying and stacking to required line,

level, slope section including all leads & lifts conveying

materials from stacks and laying etc. completely.

Supplying & Laying trap Rubble Stone 200 to 300 kg in weight for

toe & core filling including conveying and stacking to required line,

level, slope section including all leads & lifts conveying

materials from stacks and laying etc. completely.

Supplying & Laying trap Rubble Stone 1 to 1.5 tone in weight for

toe & core filling including conveying and stacking to required line,

level, slope section including all leads & lifts conveying

materials from stacks and laying etc. completely.

Supplying & Laying trap Rubble Stone 1.5 to 2.0 tone in weight for

toe & core filling including conveying and stacking to required line,

level, slope section including all leads & lifts conveying

materials from stacks and laying etc. completely.

Supplying & Laying trap Rubble Stone 2.0 to 2.5 tone in weight for

toe & core filling including conveying and stacking to required line,

level, slope section including all leads & lifts conveying

materials from stacks and laying etc. completely.

Supplying & Laying trap Rubble Stone 3 to 3.5 tone in weight for

toe & core filling including conveying and stacking to required line,

level, slope section including all leads & lifts conveying

materials from stacks and laying etc. completely.

Supplying and laying bedding layer of 0.15 mt. thick with geo fabric

filter bags filled with stone grit (6mm size approx) opening size

mm, Permability 20lit./sq.mt./second including all leads & lifts as

ditrected in tidal range etc. complete.

Supplying and laying bedding layer of 0.20 Mt. Thick with Geo

Fabric filter bags filled with stone grit (5mm size approx.)

246 1 opening size 095>0.075mm , permability > 20 lit./Sq.Mt./sec. 593.00 m2

including all leads & lifts as directed in tidal

range etc. Complete.

Survey including chaining, ranging, leveling, jungle cutting

including preparation of technical documents, plotting c/s,

247 1 plans, contours etc. transportation of vehicle hire charges of 3039.31 m2

boats & charges of technical person etc. complete in wet and

slushy condition Engineerin Approch road alignment

Nipple fixing including drilling the holes diameter 22mm.(

minimum 15mm internal diameter of nipples) and 20cm in

RCC/PCC irrigation structure's components incl fixing of nipple by

applying prime coat done with BIS standerd quality material of

Resin+Hardner mixing material & quality that works in wetted

condition. Pointing done with water plugging BIS standerd quality

material in first coat and after that second coat done with epoxy

base putty of Resin+Hardener mixing ( 1part +Resin

+1part Hardener+8part Sillica ) and sealing the nipple hole with

appropriate material and process after grouting.

Grouting done by injection process in RCC/PCC/Masonary

irrigation/Dam structure's components through Nipples with pressure

1.5 kg/cm2 and as per instruction, with materials ( 101h

injection grout + 201ce polyurethen two componant resin

permanent watertight sealing ). The rate includes cost of materials,

labours scaffolding, equipments etc. and material to be used of BIS

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Supplying and laying mehanically woven double twisted Hexagonal

Zn+ PVC coated box wire mesh gabions Size 2m x 1m x 0.5m filled

with15 to 40kg. trap rubble stone (minimum 4.5 MT) tone with mesh

250 1 size 10x12 cm including packing, interloking of stones &fusing top 4904.00 No.

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

level slope with all leads & lifts as directed etc. comp. (Including

rubble materials Lead up to 45.00 KM )

Supplying and laying mehanically woven double twisted Hexagonal

Zn+ PVC coated box wire mesh gabions Size 2m x 2m x 2.5m

filled with 15 to 40 kg. trap rubble stone (minimum 16.5) tone

251 1 with mesh size 10x12 cm including packing, interloking of 25157.00 No.

stones &fusing top of gabion &tying to each other &laying to

the required line, level slope with all leads & lifts as directed etc.

comp. (Including rubble materials Lead up to 45.00 KM )

Supplying and laying mehanically woven double twisted Hexagonal

Zn+ PVC coated box wire mesh gabions Size 2m x 2m x 1m filled with

15 to 40 kg. trap rubble stone (minimum 6.6) tone with mesh size

252 1 10x12 cm including packing, interloking of stones &fusing top of 9524.00 No.

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

slope with all leads & lifts as directed etc. comp. (Including rubble

materials Lead up to 45.00 KM )

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

253 1 up 1.65 tone) with mesh size 10 x 12 cm including packing, 2625.26 No.

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.

Supplying & Laying trap rubble stone of 3.5 to 4 Tone weight for for

Armour layer as per Drawing or as directed including conveying and

stacking to required line, level, slope section including all leads & lifts

conveying materials from stacks and laying etc. Comp.

Providing and inserting M.S. angle below river bed in all formation

of soil in under water or muddy or any situation as per detailed

drawing including cutting, bending, fixing with each other by

welding and nuts-bolts and applying anti corrosive paint etc

Providing and inserting M.S. angle below river bed in all formation

of soil in under water or muddy or any situation as per detailed

drawing including cutting, bending, fixing with each other by

welding and nuts-bolts and applying anti corrosive paint etc

Providing and Fixing M.S. angle at site of work as per drawing

including cutting, bending, fixing, with each other by welding and

nuts-bolt and applying anti corrosive paint etc. complete as directed by

Engineer-in-Charge

Providing and Fixing G.I. wiremesh of size 3" x 3", 8 Gauge (76 mm

x76 mm, 4 mm dia) withM.S. angle including the cost of nuts, bolts,

andincluding M.S. Plate 50 mm x 5 mm etc. complete as

Providing and laying Non Woven geo fabric filter over the

excavated surface as per specification including stiching with

overlap to design profile as directed in tidal range etc.

Providing and applying oil paint of approved quality after scrapping

the old surface of gates of canal system with two coat over one coat of

red oxide including scaffolding, preparing surface etc. complete.

(a) For main and branch canals : for three coats

including red oxide.

(b) For distributory and minor canals.: for three

coats including red oxide.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

255 Providing collecting, carting and stacking brickchhara on road

1 site including filling boxes & spreading the same to the required 941.80 m3

grade & camber as directed.

Providing & fixing enemalled gauge plate

including necessary gradation in white and blue etc. complete.

1 (b) 15cm wide. 275.50 m

1 (c) 25 cm wide. 380.60 m

Providing & laying empty cement bags filled with good selected

257 1 earth including stiching & 3238.00

laying as and where required.

Providing & fixing in position sign boards of standard size

0.45mx0.30m with M.S.angle 40mmx40 mmx6mm with 3mm

258 1 thick iron plate fixed in 1:5:10 prop. Concrete block size 1400.10 No.

40cmx40cmx75cm including radium paint on

both side etc. complete.

Providing & fixing in position sign board of standard size of

0.60mx0.45mx with M.S angle 40mmx40mmx6mm with 3mm thick

259 1 iron plate including fixing in 1:5:10 prop. Concrete block size 1812.60 No.

40cmx40cmx75 cm including painting existing data on the board

Providing & fixing in position sign board of standard size of

1.20mx0.90m with M.S angle 40mmx40mmx6mm with 3mm thick

260 1 iron plate including fixing in 1:5:10 prop. Concrete block size 3011.30 No.

40cmx40cmx75 cm including painting existing data on the board

etc. complete as directed.

Providing expansion joint made from polysulphidesealent

for taking care of expansion contraction & water

proofing purpose using bacter road filling the bottom most & side

surface including all materials & application.

Replacing the damaged musical Knot (Bulb Type) type rubber

seal with fresh one of size 41mm dia. x 104mm from canal gates.

Replacing the damaged bottom rubber seal with

fresh one of size 75mm dia. x 12mm from canal gates.

Pressure (Injection) grouting to surface with cement slurry by

providing necessary PVC nipples at suitable distance at a

maximum pressure of 7.50 Kg./cm2 including providing necessary

scaffolding and materials etc. complete.

Providing videography on the ocassion of function or for on

going construction work including dubbing, titeling etc.

265 Complete including cost of cassette/CD

1 (a) For whole day 2050.85 Day

1 (b) Up to 4.00 hours 1230.51 4Hrs.

Supplying & Laying mechanically woven double twisted hexagonal

Zn+PVC coated box wire mesh reno mattress size 1.0 mt. x 1.0 mt. x

0.30 mt. filled with 10 to 15 kg trap rubble stone (approximate

2.70) tone with mesh size 6 cm x 8 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. complete. (Considering lead of 45 km for rubble

Supplying & Laying mechanically woven double twisted hexagonal

Zn+PVC coated box wire mesh reno mattress size 2.0 mt. x 1.0 mt. x

0.30 mt. filled with 10 to 15 kg trap rubble stone (approximate

2.70) tone with mesh size 6 cm x 8 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. complete. (Considering lead of 45 km for rubble

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Providing and Erecting a "W" metal beam CRASH BARRIER

comprising of 3 mm thick corrugated sheet metal beam rail,

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 IS:

268 1 1367 and IS: 1364 metal beam rail to be fixed on the vertical post with 4864.70 M

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)

Clearing the borrow area including thin jungle cutting and

removing trees upto 0.5 m girth,bushes, shrubs etc. complete.

Earthwork in embankment from approved borrow area

including clearing the site, thin jungle cutting, breaking clods and

dressing to the designed section in all sorts of soil & soft murrum

for rain cuts, filling trenches, road side gutter etc.for following lead

and lift (Manually)

270 For lead upto 0.5 Km.

1 2(A) For lift upto 3.0 meter 293.30 m3

1 2(B) For lift beyond 3.0 and upto 6.0 meter 310.70 m3

1 2(C) For lift beyond 6.0 and upto 9.0 meter 330.90 m3

2(D) For Every extra lift of 3.0 m or part thereof

Earthwork in embankment using selected soil,soft & hard

murrum excavated from approved borrow area / village

tank etc.including conveying, spreading in uniform layers, breaking

clods and dressing to the designed section for following leads and

271 all lifts etc.complete. (By machinery-Poclane Ex.280)

1 3(A) For lead upto 1.0 Km. 66.40 m3

1 3(B) For lead beyond 1.0 and upto 2.0 Km. 82.20 m3

1 3(C) For lead beyond 2.0 and upto 3.0 Km. 94.50 m3

Quarrying, transporting and laying inclined or horizontal sand filter

for earthen dam in layers of specified thickness as directed

including watering, rolling etc. complete with all leads

Providing cement pointing in cement mortar of proportion 1:2 to

exposed face of rock toe rubble pitching after racking out joints

20 mm deep including smooth finishing,curing etc.complete

for all leads and lifts.

Providing and laying rubble rip rap on upstream slope of dam including

hand packing, trimming of slope etc. complete with all leads and lifts

for following thickness.

274 1 6(A) For 30 cm thickness 285.60 m2

1 6(B) For 45 cm thickness 470.60 m2

1 6(C) For 60 cm thickness 606.10 m2

Extra charges for providing khanki facing by chiseling the rubble

for khanki facing rubble masonry of dam and retaing wall.

Dismentalling the existing dry rubble pitching of different thickness

and stacking the dismentalled materials as and where

directed including cleaning the slope for all leads and lifts.

1 8(A) For 30 cm thickness 57.80 m2

1 8(B) For 45 cm thickness 86.60 m2

1 8(C) For 60 cm thickness 115.50 m2

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Dismentalling the existing rubble pitching of different thickness in

lime or cement mortar of any proportion including sorting out

and stacking the usable material as directed and cleaning the slope

278 by removing the rubbish etc. complete for all leads and lifts.

1 9(A) For 30 cm thickness 104.00 m2

1 9(B) For 45 cm thickness 156.00 m2

1 9(C) For 60 cm thickness 207.90 m2

Providing brick lining 10 cm thick in cement mortar 1:5 proportion

with 12 mm thick plaster in cement mortar 1:3 proportion on toe

279 1 drain and road side gutter of dam including necessary 246.30 m2

trimming of earth work, smooth

finishing, curing etc.complete.

Re-arranging the disturbed rubble rip rap on upstream slope of

earthen dam in correct slope in following thickness including

necessary packing to the required depth etc.complete.

1 11(A) For 30 cm thickness m2

1 11(B) For 45 cm thickness 68.00 m2

1 11(c) For 60 cm thickness 77.90 m2

White or colour wash in following coats including scrapping,

scaffolding etc. complete.

1 12(A) For two coats. m2

1 12(B) For three coats. 21.80 m2

Excavation in all sorts of soil and soft murum for trenches and

282 1 pits including disposing off the excavated materials as and where 288.80 m3

directed within lead of 50 meter and all lifts etc. complete.

Providing and fixing guard stone of size 75 cm x20 cm x 15 cm in

cement concrete block of size35 cm x 40 cm x 45 cm in

proportion 1:4:8including white washing to exposed surfaces

ofguard stone in three coats etc.complete.

Providing and applying ready mixed oil paint of approved quality after

scraping the old surface in two coats and figuring the so painted

surface with ready mixed oil paint to form a gauge strip including

scaffolding, preparing surface etc.complete.

Providing and fixing in position precast R.C.C.Post of following

size in cement concrete block ofsize 30 cm x 30 cm x 40 cm

in proportion 1:4:8 including white washing to exposed surfaces

285 of post in three coats etc.complete.

16(A) 125 mm x 125 mm at bottom and 80 mm x80 mm at top and

16(B) 100 mm x 100 mm at bottom and 75 mm x75 mm at top and

Supplying and fixing galvanised steel barbed wire (IS:278 -

Type - I) weighing 9.38 kg per100 metre (min.), straining and fixing

to any type of post, rails in various rows with cross rows as per

drawing including securing with and provision of galvanised mild

steel wire, stapples or steel pins etc. as directed (excluding

Post, Rails fixing)

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 stage of depth.

1 (A) For 0.00 to 10.0 meter depth. 2321.70 m

287 1 (B) For beyod 10 meter and upto 20.0 meter depth 2553.90 m

1 (C) For beyod 20 meter and upto 30 meter depth 2809.30 m

1 (D) For beyod 30 meter and upto 40.0 meter depth 3090.20 m

1 (E) For beyond 40 meter and upto 50.0 meter depth. 3399.30 m

Survey including chaining, ranging, leveling, jungle cutting

including preparation of technical documents, plotting c/s,

plans, contours etc. transportation of vehicle hire charges of

boats & charges of technical person etc. complete in wet and

slushy condition Engineerin Approch road alignment

288 1 (A) For 0.00 to 10.0 meter depth. 2652.40 m

No. Quantities Item of Work Rates(Rs.) Unit Total Amount

No. Quantities Item of Work Rates(Rs.) Unit Total Amount

1 (B) For beyod 10 meter and upto 20.0 meterdepth 2917.60 m

1 (C) For beyod 20 meter and upto 30 meter depth 3209.40 m

1 (D) For beyod 30 meter and upto 40.0 meterdepth 3530.30 m

1 (E) For beyond 40 meter and upto 50.0 meterdepth. 3883.30 m

Drilling holes of 75 mm dia. vertical or inclined in all formations of rock

/ concrete upto require ddepth including washing with air &

water atrequired pressure for following stage ofdepth.

289 1 (A) For 0.00 to 10.0 meter depth. 3619.90 m

1 (B) For beyod 10 meter and upto 20.0 meter depth 3981.90 m

1 (C) For beyod 20 meter and upto 30 meter depth 4380.10 m

1 (D) For beyod 30 meter and upto 40.0 meterdepth 4818.10 m

Cleaning & painting the U/S face of skin plate of radial crest gates by

applying one coat of antisaline/corrosive HB Zinc Phosphate

primer and following coats of Epoxy Finish paint of 3 base :

hardner by volume after removing the old paint, scrapping and

wire brushing the surface including labour for complete job as

directed etc. complete.

1 21(A) For one coat with primer coat. 163.50 m2

1 21(B) For two coat with primer coat. 246.20 m2

Cleaning & painting the D/S face of radial crestgates including

skin plate, stiffners, verticalgirders, horizontal girders, arm

assemblies,bracings, hand railing etc. by applying one coat of

291 1 anti saline/corrosive HB Zinc Phosphate primerand one coat 195.80 m2

of Aluminium paint over primer coat, after removing the old

paint, scrapping and wire brushing the surface, including labour

for complete job as directed etc.

Cleaning & painting the hoist components line, shaft, supporting

girders, gear boxes, C.D. Units, chequared plates, hand railing on

hoist plateform, hoist chesis, level gear covers, starter etc. by

applying one coat of anti saline/corrosive HB Zinc Phosphate

292 primer and folling coats of Synthetic enamel paint, after removing

the old paint, scrapping and wire brushing the surface,

including labour for complete job as directed etc. complete.

1 23(A) For one coat with primer coat. 88.00 m2

1 23(B) For two coat with primer coat. 132.40 m2

Replacing the damaged rubber seal 'Z' type for redial gates/stoplog

gates after opening out the fixing angles/plates if required by cutting

the bolts, cutting and removing the damaged seal cutting the new

seal of required length joining the old and new seal with suitable

adhasive as directed, providing holes at specified interval by

293 1 matching the holes of skin plate of gates, fixing the seal between 3945.70 m

gate leaf and the lock angles plates with suitable bolts and

nuts rigidly as per direction including the cost of all tools and tack test,

all types of materialsviz bolt nuts etc. the cost of rubber seal and

including providing the necessary scaffolding / approches

and to the work site and safety arrangements etc. complete.

Replacing the damaged rubber seal 'FLAT' type for redial gates/stoplog

gates after opening out the fixing angles/plates if required by

cutting the bolts, cutting and removing the damaged seal cutting

the new seal of required length joining the old and new seal

with suitable ashasive as directed, providing holes at specified

interval by matching the holes of skin plate of gates, fixing the seal

between gate leaf and the lock angles plates with suitable bolts and

nuts rigidly as per direction including the cost of all tools and

tack test, all types of materialsviz bolt nuts etc. the cost of

rubber seal and including providing the necessary scaffolding /

approches and to the work site and safety arrangements etc.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Providing and applying epoxy coat at temperature 30 or

below on acid clean dry surface of araldite and hardner in

proportion 1:0.5 by weight on the exposed surface of damaged

295 1 concrete of spillway bucket.Ogee piers, bridge etc. after 1008.20 Kg.

chipping etching, washing the area with water acid etc. complete

including providing necessary scaffolding, safety measures etc. for

all leads & lifts.

Providing and applying epoxy mortar of thickness 6mm to

20mm in proportion 1:7 by weight of epoxy and quartz sand (

epoxy consists of 1 part of araldite and 0.5 part of hardener) at

296 1 temprature 30 or below on the epoxy coated surface of spillway 147.60 Kg.

bucket.Ogee piers, including the cost of materials, labours, tools

and plants necessary of scffolding and safety measure required for

carrying out the work etc.for all leads & lifts.

Providing & fixing in position structural steel / chequered plate

297 1 including fabrication by cutting welding and one coat of red oxide both 82250.00 MT.

side etc. complete.

Providing 40mm thick guniting with cement mortar 1:3

proportion in upstream face of masonery dam with suitable

298 1 admixture as directed including racking out joints 40 mm deep 739.50 m2

providing and fixing I.R.C 10 gauge fabric 15cm x 15cm welded mesh

including finishing curing with all lifts and etc.

Pressure (Injection) grouting to structures with cement slurry by

including providing PVC nipple size of 15cm long 1/2" at 30cm

C/C distance at amaximumpessure of 7.50 kg/sq.cm including

providing necessary scaffolding and materials etc. complete.

Repairs and Rehabilitation of structurally distressed RCC

members like girders\slabs by Guniting process at 3 M. Height

from G.L in grade of (0.2: 5: 15) (Conbond Acryl SP of colossus

300 1 45-47% solid content: cement: white sand) + 125 gms P.P fiber 3647.00 m2

per cement bag including Scaffolding, Chipping, 2" X 2" G.I

welded wiremesh, all material, labour and lead.

(a) 40mm thickness

Repairs and Rehabilitation of structurally distressed RCC

members like girders\slabs by Guniting process at 6 M. Height

from G.L in grade of (0.2: 5: 15) (Conbond Acryl SP of colossus

301 1 45-47% solid content: cement: white sand) + 125 gms P.P fiber 3706.00 m2

per cement bag including Scaffolding, Chipping, 2" X 2" G.I

welded wiremesh, all material, labour and lead.

(a) 40mm thickness

Repairs and Rehabilitation of structurally distressed RCC

members like girders\slabs by Guniting process at 9 M. Height

from G.L in grade of (0.2: 5: 15) (Conbond Acryl SP of colossus

302 1 45-47% solid content: cement: white sand) + 125 gms P.P fiber 3765.00 m2

per cement bag including Scaffolding, Chipping, 2" X 2" G.I

welded wiremesh, all material, labour and lead.

(a) 40mm thickness

Providing and fixing post and pipe railing as per detailed

drawing including 3 coats of painting to steel works complete.

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to 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.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Providing and laying broken chine mosaic flooring for terrace using

mm to 20 mm broken pieces of glazed tiles to be laid over cement

mortar 1:3 to plain or slope and to be tempered to bring mortar creme

out upto surface using white cement including rounding off junctions

and extending them upto 15 cm along the wall,clearing with

water and oxalic acid etc. as directed.

Wall painting (two coats) with plastic emulsion paint of approved

brand and manufacture on undecorated wall surface to give an even

shade including throughly brushing the surface free from mortar

droppings and other foreign matter and sand papered smooth.

Finishing wall with weather proof exterior emulsion paint on wall

surface (two coats) to give an required shape even shade after

thoroughly brushing the surface to remove all dirt, and remains of

loose powdered materials.etc complete.

Painting one coats (excluding priming coat) on previously printed steel

and other metal surface with synthetic enamel paint, brushing to give

an even shade including cleaning the surface of all dirt, dust and other

foreign matter.

Providing and fixing window having extruded aluminum Colour

anodized section frame main outer size 127mm x 38.10mm x 1.35mm

@wt. 1.384kg/m, horizontal Four track member size 122.20mm x

31.75mm x 1.10mm@ wt 1.205 kg/m, vertical member of size

122.20mm x 31.75mm x 1.50mm @1.398 kg/mt with sliding shutters of

horizontal member size 40mm x 18mm x 1.29mm@ 0.456kg/mt

,vertical member of size 40mm x 18mm x 1.29mm @ 0.456 kg/mt with

5 mm thick transparent bronze colour tinted float glass with powder

coated aluminum fittings and fixtures and transparent silicon sealant

glass fixing to frame as per details etc complete for window.

Providing corrugated G.I. sheet of class-3 roofing fixed with glavanished

iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I.

310 1 limpet washer or G.I. limpet washer. filled with white lead complete 726.92 m2

excluding the cost of purlins, Rafters and Trusses.(1) 0.80 mm thick

Applying two coats of putty & two coats of primer of approved brand

and manufacture on new wall surface to give an even shade including

thoroughly brushing the surface free from mortar dropping and other

foreign matter and sand papered smooth.

Providing and fixing rolling shutters of approved make made of 80 mm

wide M.S. laths inter-locked together through their entire length and

jointed together at the ends by end locks mounted on specially

312 1 designed pipe shaft with bracket plates, guide channels and 3519.21 m2

arragements for inside and outside locking with push-pull operation

including the cost of hood cover and spring etc. complete.(A) Shutters

having width below 3.5 M.

Providing and laying Vitrified tiles 8 to 10 mm thick , 36'' x 36'' in

flooring treads of steps and landing laid on a bed of 12mm thick cement

mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in

Providing and Fixing 12 mm thick moisture & fire resistant heavy duty

Cement Fibre Board (High pressure steam cured) Confirming to ISO

314 1 4862-2000 in wall panels of one face of cold formed galvanised light 715.50 m2

gauge steel frame structure to form wall / partition as & Where

directed by Engineer-in-Charge.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Providing and fixing full height Prelam PVC partition system 50mm

thick consisting of 40mm sandwich PVC panel made out of 36mm high

density expanded polystyrene sheet (E.P.S. Thermocol) stuck on both

side with 2mm thick prelim PvC sheet reinforced with frame work made

from 35mm x 5mm M.S. angle. In between two M.S. angles 4 mm with

feathered edges shall be fixed on floor and 50 x 75 mm with feathered

edges prelim PVC “C” channel of size 50mm x 75mm with feathered

edges prelim PVC panel shall be inserted in the PVC ‘C” channel The

first and last M.S. angle should be erected such that it is inside a PVC C

channel of size 50 x 75mm In between adjoining EPS sandwiched PVC

partition panel 4mm thick x 75 mm width prelim PVC sheet featheredat

edges shall be stuck on front and back face using solvent cement etc.

An additional 4mm thick PVC strip of 40mm width is to be stuck on the

intrior side of the ‘C” channel using PVC solvent adhesive completeas

per direction of Engineer in charge. Manufacture’s specification and

Providing and fixing PVC Printed pain colour false ceiling with grid type

with alluminium frame consisting of 600mm x 600mm 3mm thick plain

PVC sheet used as panel insert in a frame work made using anodized

alluminium T section of size 1 x 1 (235 x 25mm, 19 gauge or 1 mm thick)

in square patternof grid sizes of 2 x 2 (600 x 600mm) The alluminium

316 1 frame work is supported from the cceiling with the help of G.I. hook 766.00 m

and G.I. wire/6mm M.S. rods of required sizes to maintain proper level

etc. The aluminium frame work is supported on side wall with the use

of alluminium L section of size 1 x 1 (25x 25mm) angles etc. complete as

per direction of Engineer in charge. Manufactures specification and

Providing and fixing PVC printed false ceiling with flush type with

alluminium frame, frame work is done with three different sections of

G.I. sheet of 24 gauge thickness named as C, U and L. The C section is

fixed with hangers at an equal distance of 36” each and then U section

is fixed perpendicular on C section with steel screws at and equal

distance of 16” each. The complete frame work is supported by G.I. L

angle/6 mm rod hangers from the roof and L sections is fixed all around

the wall as shown in the diagram. 5mm PVC sheet strips of size 2 wide

are fixd with counter sunk steel screws on the U section. Further 3mm

PVC sheet is stuck to these PVC strips with solvent cement such that

joining lines are perfectly matched. P.U. putty is filled, dried and

leveled and requisite coats of primer and paint is done on the ceiling

for getting fine surface finish etc. complete as per direction of

Engineering and charge manufacturer’s specification and drawing.

Providing laying and jointing in true line and level [15mm to 160mm]

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as

approved by Engineer In Charge. Pipe shall be fixed on the wall with the

help of clamp at every two metre C/C or shall be concealed as directed

including necessary fittings etc. including testing of pipe and joints and

fixing the same with adhesive solvent, including cost of all materials.

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm

diameter with jali of the following nominal diameter of self cleansing

design with C.I scread down or hinged grating including the cost of

cutting and making good the walls.

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

It. No. Quantities Item of Work Rates(Rs.) Unit Total Amount

Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 75 mm

diameter with jali of the following nominal diameter of self cleansing

design with C.I scread down or hinged grating including the cost of

cutting and making good the walls.

Providing and fixing washbasin with single hole for pillar tap with C.I. or

M.S. brackets painted white including sutting holes and making good

the same but excluding fittings.(A) Vitreous China:(ii) Flat Back

washbasin 550 mm.x v 400mm size. (i) In white colour.

Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted

white including cutting holes in walls and making good the same but

excluding fittings. (C) Vitreous China Sink.(i) 600mm x 450mm x 150mm

Providing and fixing 600mm x 450mm bevelled edge mirrror of superior

323 1 glass mounted on 6mm thick A.C. sheet or plywood sheet and fixing to 850.90 No.

wooden pluge with C.P. brass screws and washers.

Providing and fixing pillar tap, capstan head, screw down high pressure

with screws, shanks and back nuts. (ii) 20mmdia.

Providing and fixing Urinal of approved quality including connection

325 1 with trap and with integral longitudinal flush pipe.(A) Squating plate 1612.41 No.

pattern white earthenware 550mm x 300mm.

Providing erecting and fixing double coated ISI water tank of required

326 1 capacity each with all necessary fittings and connection etc. complete 3.91 Ltr

Hire & Running charges of Machineries

327 1 Hydraulic excavator Ex. 200 LC 2449.00 Rs/Hour

328 1 Tipper/Dumper/Water Tanker 1172.00 Rs/Hour

329 1 Dozer 4302.00 Rs/Hour

330 1 Air Compressor 899.00 Rs/Hour

331 1 Jack Hammer 1316.00 Rs/Hour

332 1 Vibratory Compactor (Roller) 2522.00 Rs/Hour

333 1 JCB-4CX 1348.00 Rs/Hour

334 1 Tractor with trailor 474.00 Rs/Hour

335 1 Oil Engine 388.00 Rs/Hour

WEGHING BATCHING AND MIXING PLANT AND TRANSPORTATION OF 541.00 Per cum.

337 1 LOADER 995.00 Rs/Hour

338 1 WEIGH BATCHING & MIXTURE PLANT 2980.00 Rs/Hour

339 1 DIESEL GENERATING SET 2211.00 Rs/Hour

340 1 TRANSIT MIXTER 1737.00 Rs/Hour

341 1 PAVER 1994.00 Rs/Hour

342 1 PAVER 199.40 Cum.

RATE OF CENTERING AND SHUTTERING INCLUDING

MATERIAL AND LABOUR

344 1 Foundation (0.20) 45.60 Cum.

345 1 Raft of road bridge & d/sy (0.55) 125.40 Cum.

346 1 Wall of D/sy, cut of wall (3.80) 866.40 Cum.

347 1 Pier, abument (1.25) 285.00 Cum.

Slab of d/sy and road bridge with 399.00 Cum.

out girder (1.75)

Slab of road bridge with girder 912.00 Cum.

350 1 VIBRATOR 207.00 Rs/hr

351 1 VIBRATOR 7.60

Rupees One Crore Forty Seven Lakh(s) Ninety Two Thousand Seven Hundred Forty Nine And Paise Forty Six Only

Executive Engineer

Ver-II Project Division,Vyara