Various Item Yearly Unit Rate for Sipu Project Division

Various Item Yearly Unit Rate for Sipu Project Division

Sr. Item Description Qty Unit RATE

1 Clearing the seat of earthen dam including seat of 1 Ha.

spillway and HR including removing the trees, shrubs,

bushes, etc. including depositing the materials outside

the seat of dam beyond 50m from the toe line and upto

200m lead as directed etc.complete.

2 Stripping the seat of dam in all sorts of soils including soft 1 Cu.M.

murrum & hard murrum including depositing the

materials as and where directed for dam seat &

inspection road etc. with lead upto 1 km and all lifts etc.

3 Providing and lying dry rubble pitching with base of 1 Sq.Mtr.

inverted filter as per design and drawing including

providing headers or (pre cast headers of concrete M 15)

hand packing trimming and dressing of slopes etc.

complete for leads as specified and all lifts etc. complete.

(d) 23 cm thick pitching

4 Drilling and grouting work in all foundations and 1 Rmt.

formations. (a)Drilling upto 35mm or specified dia.hole

upto required depth.

5 Providing & fixing gauge posts with 15cm wide Oil 1 Rmt.

painted M.S.Channel(150 x 75mm x 5mm)of standard

designs and sections and of required length near head

requlator and spillway section including providing with

approved Oil paints etc. complete.

6 Dewatering for Earthen dam and allied works,foundation 1 Hp-Hr

areas,pits,trenches with diesel or electrical pumping

arrangements including all cost of pipe

line,materials,labours as directed with all lifts

7 Providing and lying 60cm dia half round cement pipe for 1 Rmt.

catch water drain and chute drain on berms and down

stream slopes of earthen dam.

8 Providing and supplying mechanically double twist 1 No.

hightly galvanized with (PVC) poly chloride coating

gabions made of mesh size 10 X 12 mm woven wire as

per ASTMA- 975 - 97 size of gabion 1 m X 1 m X 1 m

including providing and laying stones in the gabions and

arranging them in a required manner in the secion of

break water or such other structure including

quarring,blasting,loading at quarry site, transporting at

work site and arrange in the gabions in workman like

manner with required layer thickness and arranging this

gabions in required layers with the crane of required.

capacity (if reqd. as per drawing or as directed) with all

Sr. Item Description Qty Unit RATE

material,labour,tools etc. complete.

9 Excavation in all sorts of strata and formations including 1 Cu.M.

depositing the unuseful excavated stuff as and where

directed including sorting and stacking useful materials

as required and upto lead of 200mt. And all lifts etc.

complete, including dewatering. (a) In Overburden

including hard murrum.

10 (b) In Soft Rock 1 Cu.M.

11 (c) In Hard Rock 1 Cu.M.

12 Providing and laying graded filters of sand, gravel and 1 Cu.M.

over size metal (100 mm to 150 mm) behind the

retaining wall and wing walls as directed as per approved

drawing with all lead & lifts etc. complete.

13 Providing and laying in position cement concrete using 1 Cu.M.

cement, sand and crushed aggregate by weigh batching

and mixing including providing and fixing necessary form

works and centering, smooth specified finishings,

vibrating, curing as directed with all leads and all lifts etc.

comp. excluding cost of steel. (a) Bucket and end sill

concrete M-25 (M.S.A.-40mm)

14 (b) Bucket and end sill concrete M-20 (M.S.A.-40mm) 1 Cu.M.

15 (c) Ogee, crest, upstream & downstream face skin 1 Cu.M.

concrete M-20 (MSA-40 mm)

16 (d) Pier concrete M-20 (MSA-40 mm) 1 Cu.M.

17 (e) For conduits & gallaries, shafts and similar work in 1 Cu.M.

spillway M-20 (MSA - 40 mm)

18 (f) Coping work, platforms etc. M-15 (MSA - 40mm) 1 Cu.M.

19 (g) Key trench, foundation, apron, platform etc. M-10 1 Cu.M.

20 Providing weep holes 100 or 110 mm dia. pipe in the 1 Rmt.

retaining wall etc complete. (b) P.V.C.Pipe(6kg/cm2)

21 Cement pointing in cement mortar of proportion (1:3) to 1 Sq.Mtr.

stone masonry after racking out joints 20 mm deep

including smooth finishing etc complete

22 Providing cement plaster 20mm thick in C.M. (1:3) 1 Sq.Mtr.

including racking out joints 20 mm deep including

smooth finishing etc complete.

23 Providing and laying mild steel bar reinforcement for 1 M.T.

R.C.C. works and anchor bars with providing binding

wires including cutting, bending, welding,binding in

position, hooking. placing in position with all leads and

lifts etc.complete.

24 Providing and fixing marble plate 45 cms x 60 cms 1 No.

size including engraving for letters as directed etc.

25 Providing and laying in position cement concrete 1:4:8 1 Cu.M.

using cement, Sand and hand broken course aggregate

to 63 mm size including providing necessary form work,

Sr. Item Description Qty Unit RATE

compaction, finishing and curring as required etc.

26 Providing and laying in position cement concrete M 10 1 Cu.M.

using cement, Sand and hand broken course aggregate

to 40 mm size including providing necessary form work,

compaction, finishing and curring as required etc.

27 Providing and laying in position cement concrete M10 1 Cu.M.

using cement, Sand and machine crushed course

aggregate 25 to 40 mm size including providing

necessary form work, compaction, finishing and curring

as required etc. completed.

28 Providing and laying in position cement concrete M15 1 Cu.M.

using cement, Sand and machine crushed course

aggregate including providing necessary form work,

compaction, finishing and curring as required etc.

29 Providing and laying in position reinforce cement Cu.M.

concrete using crushed aggregate including providing

necessary form work, centering, vibrating, smooth

specified finishing, curring as required for specified leads

and all lifts etc complete in M-15 grade. (a) for

30 (b) for Staunching rings / coping and stilling basin etc. Cu.M.

31 (c) for walls, including top and bottom slab of outlet Cu.M.

sluice etc complete.

32 Providing and laying in position reinforce cement Cu.M.

concrete using crushed aggregate including providing

necessary form work, centering, vibrating, smooth

specified finishing, curring as required for specified leads

and all lifts etc complete in M-20 grade. (a) for

33 (b) for Staunching rings / coping and stilling basin etc. Cu.M.

34 (c) for walls, including top and bottom slab of outlet Cu.M.

sluice etc complete.

35 Providing cement plaster 20mm thick in C.M. (1:3) Sq.Mt.

including racking out joints 20 mm deep including

smooth finishing etc complete.

36 Cement pointing in cement mortar of proportion (1:3) to Sq.Mt.

stone masonry after racking out joints 20 mm deep

including smooth finishing etc complete.

37 Providing and fixing G.I. Pipe railing (B class medium Rmt.

duty) as per Design of 1.0 mt. Height using 75mm x

75mm x 10mm angle iron at 2.0 mt. distance for vertical

posts 38mm dia. G.I. Pipe horizontal in 4 rows including

one coat of Red lead and two cots of paint etc complete.

38 Providing and laying IRS / NP 3 pipes as conduit, Rmt.

including laying in position as per approved drawing,

making joints in C.M. (1:1) curing testing with all leads

Sr. Item Description Qty Unit RATE

and lifts etc complete. (i) 900 mm dia (Internal)

39 (ii) 1050 mm dia (Internal) Rmt.

40 (iii) 1200 mm dia (Internal) Rmt.

41 Back fill with selected earth from out side borrow area or 1 Cu.M.

from excavated usefull material including watering,

ramming, consolidation etc. with pneumatic templing and

lead upto 1.0 Km. and all lift etc. completed.

42 Providing and laying HYSD/TMT Fe-415,500D steel bar 1 M.T.

reinforcement for R.C.C. works and anchor bars with

providing binding wires including cutting, bending,

welding, binding in position, hooking, placing in position

with all leads & lifts etc. complete. (A) HYSD steel bar

43 (B)TMT Fe-415 1 M.T.

44 (c) TMT Fe-500D 1 M.T.

45 Providing & laying mild steel bar reinforcement for R.C.C. 1 M.T.

works and anchor bars with providing binding wires

including cutting, bending, welding binding in position,

hooking, placing in position with all leads & lifts etc.

46 Excavation for depening of pond /check Dam including 1 Cu.M.

transporting and spreading the excavated material for

raising of embankment in uniform layer or as directed

including dressing breaking clods etc for Lead up to 1 km

and all lift without rolling and watering etc. complete.

47 Providing and laying in position cement concrete 1 Cu.M.

M15(MSA 40) using cement, Sand and machine crushed

course aggregate including providing necessary form

work, compaction, finishing and curring as required etc.

completed for checkdams. (without Mobile Batching)

48 Providing and laying in position cement concrete 1 Cu.M.

M15(MSA 40) using cement, Sand and machine crushed

course aggregate including providing necessary form

work, compaction, finishing and curring as required etc.

completed for checkdams. (with Mobile Batching)

49 Providing and laying in position cement concrete 1 Cu.M.

M20(MSA 20) using cement, Sand and machine crushed

course aggregate including providing necessary form

work, compaction, finishing and curring as required etc.

completed for checkdams. (with Mobile Batching)

50 Excavation in all sorts of soil (including wet and slushy 1 Cu.M.

condition of soil) with yellow, sandy, gravelly soil

including soft murrum & H.M. including sorting &

stacking and depositing the excavated stuff in uniform

layers as and where directed upto lead of 30 m and lift as

shown below including clearing the site etc. compute

(including dewatering). (A) For all canal

capacityExcavation in all sorts of soil (including wet and

slushy condition of soil) with yellow, sandy, gravelly soil

including soft murrum & H.M. including sorting &

Sr. Item Description Qty Unit RATE

stacking and depositing the excavated stuff in uniform

layers as and where directed upto lead of 30 m and lift as

shown below including clearing the site etc. compute

(including dewatering). (A) For all canal capacity

(a) 0 to 3 Mt. depth

51 (b) 3 to 6 Mt. depth 1 Cu.M.

52 (c) 6 to 9 Mt. depth 1 Cu.M.

53 (B) For foundation trenches of C.D. work 1 Cu.M.

(a) 0 to 3 Mt. depth

54 (b) 3 to 6 Mt. depth 1 Cu.M.

55 (c) 6 to 9 Mt. depth 1 Cu.M.

56 Extra lead charges for lead between 30 Mt. to 200 Mt. etc. 1 Cu.M.

57 Earth work in embankment from borrow pits in all sorts 1 Cu.M.

of soil and soft murrum or other suitable strata as

directed including breaking the clods and dressing to the

design sections including cutting the proud section with

lead as under and all lift including site clearing etc.

complete. (A) For all canal capacity

60 Extra lead charges for each additional km lead or part 1 Cu.M.

thereof beyond 1.0 km and upto 5.0 km for embankment /KM

work including all lifts etc. complete.

61 Extra rate for watering the earth work in embankment at 1 Cu.M.

requisite moisture content as directed etc. complete.

62 Providing Hard Murrum including spreading the same 1 Cu.M.

and dressing the top surface in required grade and

camber etc. comp.

63 U.C.R. masonary in foundation & superstructure in C.M. 1 Cu.M.

indifferent proportion using stones from approved

quarry including racking out joints 20mm deep where

required including providing scaffolding curing finishing

as directed with all lifts etc. complete

65 Providing burnt brick masonary 2nd class in cement 1 Cu.M.

mortar in 1:5 proportion for foundation & superstructure

upto 6.00 mt. height including striking out joints 20mm

deep curing watering finishing joints and providing

scaffolding as directed as comp.

66 Providing and laying foundation concrete of proportion 1 Cu.M.

as under by using cement, sand and machine crushed

course aggregate laid in situ including necessary

temping, smooth finishing, watering and curing as

directed with all leads and lifts etc complete.

Sr. Item Description Qty Unit RATE

68 Providing and laying CC 1:2:4 grade using cement, sand & 1 Cu.M.

crushed metal incuding providing & erecting necessary

form work, centering, vibrating, smooth finishing,

watering & curing as directed with all leads & lifts etc.

(a) Sub structures

69 (b) Super strucutres 1 Cu.M.

70 Providing & laying 7.5 cms thick cast in situ C.C. 1:2:4 1 Sq.Mtr.

grade with the use of crushed aggregates for canal lining

works incl. use of all equipments, scaffolding, centering

form work etc. with finishing as required to the exposed

surface, making asphalt joints as directed and watering

and curing (without sleepers) with all lead & lifts etc.

71 Providing & laying 10 cms thick cast in situ C.C. 1:2:4 1 Sq.Mtr.

grade with the use of crushed aggregates for canal ling

works incl. use of all equipments, scaffolding, centering

form work etc, with finishing as required to the exposed

surface, making asphalt joints as directed & watering &

curing (without sleepers) with all lead and lifts etc.

72 Providing, Supplying, Laying & Fixing in position under 1 Rmt.

ground R.C.C. hume pipe of NP 2 class as per I.S.I.

Standered specification of prescribed diameter incl.

filling the joints & with providing necessary collars with

cement mortar of proportion C.M. 1:1 inclusive of testing

for leakage and working pressure as directed with all cost

of materials & labour for all leads and lifts etc. complete.

73 (b) 225 mm dia 1 Rmt.

74 ( c ) 300 mm dia 1 Rmt.

75 (d) 450 mm dia 1 Rmt.

76 (e ) 600 mm dia 1 Rmt.

77 (f) 750 mm dia 1 Rmt.

78 (g) 900 mm dia 1 Rmt.

79 (h) 1000 mm dia 1 Rmt.

80 (i) 1100 mm dia 1 Rmt.

81 (j) 1200 mm dia 1 Rmt.

82 (k) 1400 mm dia 1 Rmt.

83 Providing, Supplying, Laying & Fixing in position under 1 Rmt.

ground R.C.C. hume pipes of NP 3 class as per I.S.

specification of prescribed diameter incl. filling the joints

& providing & fixing necessary collars with cement

mortar 1:1 inclusive of testing for leakage & working

pressure as directed with all cost of materials & labour

for all leads & lifts etc complete.

Sr. Item Description Qty Unit RATE

84 (b) 450 mm dia 1 Rmt.

85 (c ) 600 mm dia 1 Rmt.

86 (d) 900 mm dia 1 Rmt.

87 (e ) 1000 mm dia 1 Rmt.

88 (f) 1200 mm dia 1 Rmt.

89 Trimming of the canal section manually for preparing sub 1 Sq.Mt.

grade for laying cement concrete (C.C.) lining in all sorts

of soil and murrum including watering and compacting

bed etc. complete.

90 Providing cement pointing to stone masonary after 1 Sq.Mt.

racking out joint 20mm deep including scaffolding

watering and curing etc. complete.

92 Providing cement pointing to brick masonary after 1 Sq.Mt.

racking out joints 20mm deep including scaffolding

watering curing etc. complete.

94 Providing cement plaster of cement & sand to brick 1 Sq.Mt.

masonary including racking out joint with scaffolding

finishing watering curing etc. complete.

(a) 12 mm thick C.M. 1:2

95 (b) 12 mm thick C.M. 1:3 1 Sq.Mt.

96 Providing cement plaster of cement and sand to stone 1 Sq.Mt.

masonary including racking out joint with scaffolding

finishing watering curing etc. complete.

(a) 20 mm thick C.M. 1:2

97 (b) 20 mm thickC.M. 1:3 1 Sq.Mt.

98 Clearing silt from canal /drain bed by digging the same to 1 Cu.M.

the required bed level and gradiant incl. depositing the

excavated earth regularly in spoil bank for utilising the

same for preparing the bund after breaking clods as and

where directed for lead up to 200 m & lift up to 3 m as

under (excluding weed cutting).

(a) For canal below 20 Cusecs.

99 (b) For canal 20 to 250 Cusecs. 1 Cu.M.

100 (c) For canal 250 to 500 Cusecs 1 Cu.M.

101 (d) For canal above 500 Cusecs. 1 Cu.M.

102 (e) Additional lead of 200 mt.. 1 Cu.M.

103 (f) Additional lift of 3.0 mt. 1 Cu.M.

104 Clearing silt from canal/drain bed by digging the same to 1 Cu.M.

required bed level and gradiant including depositing the

excavated earth regularly in spoil bank for utilising the

same for preparing the bund after breaking clods as &

where directed for all lead & lift- By Machinary (a) For

all lead and lift.

105 Clearing the shrubs like Akdas, weeds & other vegetation 1 Km.

Sr. Item Description Qty Unit RATE

incl. depositing the same outside and buring etc. comp.

from canal bed & both slope of banks etc. comp. for canal

& drain (a) Above 7 Cumec

106 (b) 0.56 to 7.00 Cumec 1 Km.

107 (c) Below 0.56 Cumec 1 Km.

108 (d) For Drain above 15 Cumecs 1 Km.

109 Clearing the shrubs like Akdas, weeds & other vegetation 1 Km.

incl. depositing the same outside and buring etc. comp.

from canal bed and both slope of banks etc. comp. for

canal & drain-- By Machinary (a) Above 7 Cumec

110 (b) 0.56 to 7.00 Cumec 1 Km.

111 (c) Below 0.56 Cumec 1 Km.

112 (d) For Drain above 15 Cumecs 1 Km.

113 De-silting of various structures of canal and distribution 1 No.

system including depositing the same as directed with all

lifts and lead for canal syphone,airvent,T.O. Kundies etc.

complete. A) Canal Syphon well

114 B) For kundies 1 No.

115 Jungle clearance of specified category and bushes for 1 Ha.

canal/dam work as directed with disposing materials etc.

complete. (Excluding tree of girth above 0.5 Mt.)

(a) For Light Dence

116 (b) For Medium dence 1 Ha.

117 (c) For heavy Dence 1 Ha.

118 Cleaning the slope of dam within the dam boudary by 1 Sq.Mt.

removing the bushes, shrubs, girth and smoll trees

including depositing the materials as and where directed

up to 50 mt. lead and all lift etc. complete.

119 Prolviding & Filling the empty bag filled with good 1 No.

selected earth or sand including stiching and laying or

stacking as and where directed with all lead and lift etc.

complete. (excluding the cost of bags)

120 Providing murrum on canal service road incl. Spreading 1 Cu.M.

the same and dressing the top surface in required grade

and camber etc. complete. A) Hard murrum

121 B) Soft murrum/binding material 1 Cu.M.

122 Providing current repairs general / maintenance watch 1 Km. /

and ward and other miscellaneous work's for irrigation Day

management incl. Operating of gates of HR/CR of Main

canal/Branch canal etc. during irrigation season as

directed. (For canal capacity above 250 cusecs)

123 Providing current repairs general / maintenance watch 1 Km. /

and ward and other miscellaneous work's for irrigation Day

management incl. Operating of gates of HR/CR of

distributory etc. during irrigation season as directed. (For

canal capacity between 21 to 250 cusecs)

124 Providing current repairs general / maintenance watch 1 Km. /

and ward and other miscellaneous work's for irrigation Day

Sr. Item Description Qty Unit RATE

management incl. Operating of gates of HR/CR of Minor

sub-minor etc. during irrigation season as directed.

125 Oiling & greasing to gates & its components incl. 1 Sq.Mt.

removing of old grease, cleaning the surface and

embeded parts and applying new grease to gatesand its

components as directed etc. comp.

126 Providing & fixing M.S. Screw gates with Capston nut & 1 Sq.Mt.

thrust bearing as per detailed designed with steel R.S.J at

top incl. Necessary locking arrangements, guide channel

at bottom & fastening & 3 coats Oil painting for main

127 Providing M.S Plate, Channel & angle etc. as required of 1 Kg.

required sizes for repairing old gates incl. Removing the

old gate from site removing rust, broken old plates canals

etc. as directed & welding fixing the repaired gates & all

type of transportation

128 Removal of Grass, weeds, vegetation, Ghabajaria etc. 1 Sq.Mt.

observed in canal water in floating/stagnant condition

including removal of silt deposited on slope/bed upto

cm in running water,dry bed or muddy condition and

disposal of waste recovered to out side of the canal using

long boom excavator having 11.20 m super long boom,

8.60 m super long arm with suitable bucket having

horizontal land reach of 19.80 m and vertical digging

reach of 16.40 m.

129 Dismentalling road surface including sorting & stacking 1 Cu.M.

of useful and unuseful material from the dismentalled

materials as directed under detailed specifications etc.

(a) Cement Concrete

130 (b) Asphalt 1 Sq.Mt.

132 (d) Metal 1 Cu.M.

133 Dismentalling masonary in lime or cement & stacking of 1 Cu.M.

useful and unuseful material from the dismentalled

materials as directed under detailed specification etc.

134 (b) Stone 1 Cu.M.

135 Dismentalling riprap pitching sorting and stacking of 1 Sq.Mt.

useful and unuseful material from the dismentalled

materials in lead upto 200 mt. as directed under detail

specification etc. complete.

(a) 30 cm thick pitching with filter

136 (b) 45 cm thick pitching with filter 1 Sq.Mt.

137 Dismentalling C.C. foundation or flooring sorting & 1 Cu.M.

stacking useful and unuseful material from the

dismentalled materials in lead upto 200mt. as directed

under detailed specifications etc.comp.

Sr. Item Description Qty Unit RATE

138 Removing lime or cement plaster including racking out 1 Sq.Mt.

joints 20 mm deep etc.comp.

139 Removing lime or cement pointing including racking 1 Sq.Mt.

out joints 20 mm deep etc.comp.

140 Dismentalling of RCC work viz. slab, 1 Cu.M.

beam,lintel,barrel,staircase etc. including removing the

steel from the dismentelled portion without damage to

reinforcement sorting & stacking of useful and unuseful

material from the dismentalled materials as directed

under detailed specifications etc. complete.

141 Removing the damaged precast CC block lining including 1 Sq.Mt.

breaking the joints, removing the same sorting and

stacking of useful and unuseful material from the

dismentalled material upto lead of 200 mt.as directed

under detail specification etc. complete.

(a) Up to 7.50cm thick

142 (b) Up to 7.50cm thick incl. Base layer of LDPE, sand 1 Sq.Mt.

143 Dismentalling the rubble pitching including sorting out 1 Sq.Mt.

and stacking of useful materials at site upto lead 200 mt.

including removing the rubbish as directed etc.

(i) 23 cm thick pitching

144 (ii) 30 cm thick 1 Sq.Mt.

145 (iii) 45 cm thick 1 Sq.Mt.

146 (iv) 60 cm thick 1 Sq.Mt.

147 Dismentalling the existing RCC pipes including sorting 1 Rmt.

out and stacking of the usefull material (pipe) upto lead

200 mt.as directed under the specification.

(i) 225mm to 400 mm diameter

148 (ii) 450mm to 600 mm diameter 1 Rmt.

149 (iii) 650mm to 900 mm diameter 1 Rmt.

150 (iv) 1000mm to 1200 mm diameter 1 Rmt.

151 Maintenance, Gate Operations, Cleaning of dam offices of 1 (per

Main Spillway. Inspection of Dam Peripheri, operating Day)

Gate, Eletric work and helping Karkoon for maintaining

record etc. complete for Sipu Dam / Mukteshwar Dam /

Hadmatiya / Balaram Dam (a) Electrician

152 Mazdoor ( Semi Skilled) 1 (per

153 Mazdoor ( Skilled) 1 (per

154 --do-- (e) Chowkidar (Mazdoor) 1 (per

155 Providing and laying geo fabric filter (GWF-40-200 1 Sq.Mtr.

category)over the excavated surface as per specification

including stiching with overlap to design profile as

directed in tidal range etc. complete.

Sr. Item Description Qty Unit RATE

156 Providing and laying geo fabric filter (GWF-50- 300 1 Sq.Mtr.

catogary) over the excavated surface as per specification

including stiching with overlap to design profile as

directed in tidal range etc. complete.

157 Supplying and laying flexible gabions of size 1m x 1m x 1 No.

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 drawing including

packing, inter locking of 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.

158 Suplying and laying flexible gabions of size 1m x 1m x 2m 1 No.

(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 drawing including

packing, inter locking of stones and stiching, fusing 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. complete.

159 Suplying and laying flexible gabions of size 1m x 1m x 3m 1 No.

(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 drawing including

packing, inter locking of stones and stiching, fusing 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. complete.

160 Supplying and laying flexible gabions of size 3m x 1m x 1 No.

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 2.70 tonne) as per drawing

including packing, inter locking of 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.

161 Supplying and laying flexible gabions of size 1mx1m 1 No.

x0.60m (mesh size 100mm x 100mm)of rope 9mm dia

P.P. materials filled with 10 to 40 kg trap rubble stone

(approximate weight 0.90 tonne) as per drawing

including packing, inter locking of 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.

162 Supplying and laying flexible gabions of size 2mx1mx 1 No.

0.60m(mesh size 100mmx100mm)of rope 9mm dia P.P.

materials filled with 10 to 40 kg trap rubble stone

(approximate weight 1.80 tonne) as per drawing

including packing, inter locking of stones and stiching,

Sr. Item Description Qty Unit RATE

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.

163 Supplying and laying flexible gabions of size 1m x 1m x 1 No.

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 drawing including

packing, inter locking of 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.

164 Suplying and laying flexible gabions of size 1m x 1m x 2m 1 No.

(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 drawing including

packing, inter locking of stones and stiching, fusing 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. complete.

165 Suplying and laying flexible gabions of size 1m x 1m x 3m 1 No.

(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 drawing including

packing, inter locking of stones and stiching, fusing 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. complete.

166 Supplying and laying flexible gabions of size 1m x 0.5m 1 No.

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 1.5 tonne) as per

drawing including packing, inter locking of 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.

167 Supplying and laying flexible gabions of size 1m x 0.5m 1 No.

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 2.25 tonne) as per

drawing including packing, inter locking of 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.

168 Supplying and laying flexible gabions of size 1m x 1m 1 No.

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 0.75 tonne) as per

drawing including packing, inter locking of stones and

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

Sr. Item Description Qty Unit RATE

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

lifts as directed etc. complete.

169 Providing and laying Non Woven Geo Fabric Filter over 1 Sq.Mtr.

the excavated surface as per specification including

stitching with overlap to design profile as directed in

tidal range etc. complete.

170 Providing & fixing in position sign boards of standard size 1 No.

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

3mm thick iron plate fixed in 1:5:10 prop. Concrete block

size 40cmx40cmx75cm including radium paint on both

side etc. complete.

171 Providing & fixing in position sign board of standard size 1 No.

of 0.60mx0.45mx with M.S angle 40mmx40mmx6mm

with 3mm thick iron plate including fixing in 1:5:10 prop.

Concrete block size 40cmx40cmx75 cm including

painting existing data on the board etc. complete.

172 Providing & fixing in position sign board of standard size 1 No.

of 1.20mx0.90m with M.S angle 40mmx40mmx6mm with

3mm thick iron plate including fixing in 1:5:10 prop.

Concrete block size 40cmx40cmx75 cm including

painting existing data on the board etc. complete as

173 Providing videography on the ocassion of function or for

on going construction work including dubbing, titeling

etc. complete including cost of cassette/CD

174 (a) For whole day 1 Day

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

176 Providing and fixing 1.20 Metre high fencing with 2.0 1 Rmt.

Metre long M.S. Angle posts 40mm x 40 mm x6 mm and

oil painting 3 coats fixed at 2.5 Mt,C/c. with five

Horizontan lines and two diagonals of galvanised steel

barbed wire weighting 9.38 Kg. per 100 Metre, strained

and fixed to posts with G.I,staples including fixing the

postsin ground with 0.5 M x 0.5.M x 0.5 M. block in

C.C1:5:10 etc complete.

177 Hydraulic Excavator 1 cum bucket capacity @ 60 cum per 1 hour

178 Tractor Trolley (Considering 1 Tractor Trolley for 20 1 Day

Days (8 Hours per Day Rs.245 per Hour)

179 Dozer - 240 HP 1 Hour

180 Hydraulic Excavator of 1.2 cum bucket 188 HP 1 Hour

181 Hydraulic Excavator of 1.1 cum bucket 162 HP 1 Hour

182 Jack Hammer (attachment of Hydraulic Excavator) 1 Hour

183 Tipper-10 Cum 178 HP 1 Hour

184 Vibratory Soil Compactor (10 tonne) 99 HP 1 Hour

185 Smooth Wheeled Roller 8 tonne 98 HP 1 Hour

186 Pneumatic Road Roller 114 HP 1 Hour

187 Water Tanker (12 KL) 150 HP 1 Hour

Sr. Item Description Qty Unit RATE

188 Tractor-trolley 42 HP 1 Hour

189 Air Compressor -250 cfm 5 HP 1 Hour

190 Mobile Concrete Batching / Mixing Plant 60 HP 1 Hour

191 Generator 250 KVA 303 HP 1 Hour

192 Generator 125 KVA 154 HP 1 Hour

193 Generator 100 KVA 129 HP 1 Hour

194 Concrete Pump 15 HP 1 Hour

195 Kerb Casting Machine 50 HP 1 Hour

196 Needle Vibrator 5 HP 1 Hour

197 Plate Compactor 8 HP 1 Hour

198 Mobile Hydraulic Crane 10 tonne capacity 48 HP 1 Hour

199 Mobile Hydraulic Crane 15 tonne capacity 49 HP 1 Hour

200 Boat to carry atleast 20 persons 1 Hour

201 Centrifugal water pump 1 Hour

202 Sport Utility Vehicle (SUV) 1 Hour

203 Carpenter I Class 1 Day

204 Diver 1 Day

206 Mason (IInd class) 1 Day

207 Mate / Supervisor 1 Day

208 Mazdoor 1 Day

209 Medical Officer 1 Day

210 Heavy Plant Operator 1 Day

211 Para medical personnel 1 Day

212 Helper 1 Day

213 Bentonite 1 KG

214 Cement 1 M.T.

215 Curing compound 1 liter

216 Flag of red color cloth 600 x 600 mm 1 each

217 Flowering Plants 1 each

218 Pesticide 1 KG

219 Traffic cones with 150 mm reflective sleeve 1 nos

220 Unstaked lime / Stone Dust as Filler 1 MT

221 PTZ Camera (including CCTV Controller) 1 Set

222 Supplying & laying of drainage composite for use behind 1 sqm

walls, between two different fills, alongside drains of

road, below concrete lining of canals etc. Geocomposite

for planar drainage, realized by thermobonding a

draining core in extruded monofilaments with two

filtering nonwoven geotextiles that may also be working

as separation or protecting layers. The draining three

dimensional core will have a “W” configuration as

longitudinal parallel channels. Minimum thickness to be

7.2mm, with two filtering UV stabilized polypropylene

nonwoven geotextile of minimum thickness of 0.75 mm

having pores of 150 micron and tensile strength of

kN/m that will be working as separation or protecting

Sr. Item Description Qty Unit RATE

layer, geocomposite having in plane flow capacity of 2.1 L

/ (m.s) at hydraulic gradient of 1.0 & 20 kpa pressure and

tensile strength of 18 kN/m , with mass per unit area of

740 gsm, supplied in the form of roll for easy

transportation to site of work as per detailed

specification all complete as per directions of Engineer in

223 Bi-axial extruded high modulus polypropylene 1 sqm

Supplying & laying of bi-axial extruded high modulus

polypropylene geogrid conforming to MORT&H

specification for base/sub-base reinforcement having

minimum tensile strength 15kN/m in the longitudinal

and transverse direction, with 5kN/m and 7kN/m tensile

strength at 2% and 5% strain respectively in the

longitudinal and transverse direction, junction efficiency

not less than 95% and with 38mm X 38mm mesh

224 Supplying & laying of bi-axial extruded high modulus 1 sqm

polypropylene geogrid conforming to MORT&H

specification for base/sub-base reinforcement having

minimum tensile strength 20kN/m in the longitudinal

and transverse direction, with 7kN/m and 14kN/m

tensile strength at 2% and 5% strain respectively in the

longitudinal and transverse direction, junction efficiency

not less than 95% and with 38mm X 38mm mesh

225 Printing new letter and figures of any shade (Printing 1 cm

new letter and figures of any shade with synthetic enamel height

paint black or any other approved colour to give an even per

shade) English and Roman letter

226 Retro- reflectorised Traffic signs 1 each

(Providing and fixing of retro- reflectorised cautionary,

mandatory and informatory sign as per IRC :67 made of

encapsulated lens type reflective sheeting vide clause

801.3, fixed over aluminium sheeting, 1.5 mm thick

supported on a mild steel angle iron post 75 mm x 75 mm

x 6 mm firmly fixed to the ground by means of properly

designed foundation with M15 grade cement concrete

cm x 45 cm x 60 cm, 60 cm below ground level as per

approved drawing) ( ix) 90 cm x 75 cm rectangular

227 Kilo Metre Stone (Reinforced cement concrete M15grade 1 each

kilometre stone of standard design as per IRC:8-1980,

fixing in position including painting and printing etc) (iii)

Hectometer stone (Precast)

228 Boundary pillar (Reinforced cement concrete M15 grade 1 each

boundary pillars of standard design as per IRC:25-1967,

fixed in position including finishing and lettering but

excluding painting)

Sr. Item Description Qty Unit RATE

229 Reinforced Cement Concrete Crash Barrier 1 metre

(Provision of an Reinforced cement concrete crash

barrier at the edges of the road, approaches to bridge

structures and medians, constructed with M-20 grade

concrete with HYSD reinforcement conforming to IRC:21

and dowel bars 25 mm dia, 450 mm long at expansion

joints filled with pre-moulded asphalt filler board, keyed

to the structure on which it is built and installed as per

design given in the enclosure to MOST circular No.

RW/NH - 33022/1/94-DO III dated 24 June 1994 as per

dimensions in the approved drawing and at locations

directed bythe Engineer, all as specified)

(i) M 25 grade concrete

230 Reinforced Cement Concrete Crash Barrier 1 metre

(Provision of an Reinforced cement concrete crash

barrier at the edges of the road, approaches to bridge

structures and medians, constructed with M-20 grade

concrete with HYSD reinforcement conforming to IRC:21

and dowel bars 25 mm dia, 450 mm long at expansion

joints filled with pre-moulded asphalt filler board, keyed

to the structure on which it is built and installed as per

design given in the enclosure to MOST circular No.

RW/NH - 33022/1/94-DO III dated 24 June 1994 as per

dimensions in the approved drawing and at locations

directed bythe Engineer, all as specified)

(ii) M 30 grade concrete

231 Metal Beam Crash Barrier 1 metre

(A) Type - A, "W" : Metal Beam Crash Barrier (Providing

and erecting a "W" metal beam crash barrier comprising

of 3 mm thick corrugated sheet metal beam rail, 70 cm

above road/ground level, fixed on ISMCseries channel

vertical post, 150 x 75 x 5 mm spaced 2 m centre to

centre, 1.8 m high, 1.1 m below ground/road level, all

steel parts and fitments to be galvanised by hot dip

process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to be fixed on the

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

mm, 330 mm long complete as per clause 811)

232 Metal Beam Crash Barrier 1 metre

Type - B, "THRIE" : Metal Beam Crash Barrier (Providing

and erecting a "Thrie" metal beam crash barrier

comprising of 3 mm thick corrugated sheet metal beam

rail, 85 cm above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x 5 mm spaced 2 m

centre to centre, 2 m high with 1.15 m below ground

level, all steel parts and fitments to be galvanised by hot

dip process, all fittings to conform to IS:1367 and

IS:1364, metal beam rail to be fixed on the vertical post

with a space of channel section 150 x 75 x 5 mm, 546 mm

Sr. Item Description Qty Unit RATE

long complete as per clause 811)

233 Water Filled Barricades Work zone sheeting (Providing 1 each

water filled barricades made up of LDPE to segregate the

vehicular movement and workzone as per IRC SP 55 shall

be in Trapezoidal Shape 800 mm to 1000 mm in length,

700 mm in height for Major Roads and expressway and

500 mm tall for other roads with interlocking

arrnagements, To be placed 0.5 m from the edge of the

carriageway for expressway and 0.3 m for other roads. It

should have reboubdable workzone sheeting as per

ASTM D 4956 S2.)

234 Repair of joint Grooves with Epoxy Mortar Repair of 1 metre

spalled joint grooves of contraction joints, longitudinal

joints and expansion joints in concrete pavements using

epoxy mortar or epoxy concrete)

235 Repair of old Joints Sealant (Removal of existing sealant 1 metre

and re sealing of contraction, longitudinal or expansion

joints in concrete pavement with fresh sealant material)

236 Maintenance of Lawns or Turfing of Slopes (Maintenance 1 sqm

of lawns or Turfing of slopes (rough grassing) for a

period of one year including watering etc)

237 Turfing Lawns with Fine Grassing including Ploughing, 1 sqm

Dressing (Turfing lawns with fine grassing including

ploughing, dressing including breaking of clods, removal

of rubbish, dressing and supplying doobs grass roots at

10 cm apart, including supplying and spreading of farm

yard manure at rate of0.6 cum per 100 sqm)

238 Planting of Trees and their Maintenance for one Year 1 each

(Planting of trees by the road side (Avenue trees) in

m dia holes, 1 m deep dug in the ground, mixing the soil

with decayed farm yard/sludge mannure, planting the

saplings, backfilling the trench, watering, fixing the tree

guard and maintaining the plants for one year)

239 Tree Guard with MS Iron (Providing and fixing MS iron 1 each

tree guard 60 cm dia and 2 metre high above ground tree

level formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) guard

vertical MS riveted to 3 Nos (25 x 6 mm) iron rings in two

halves, bolted together with 8 mm dia and 30 mm long

bolts including painting two coats with paint of approved

brand over a coat of priming, complete in all respects.)

240 Geotextile Filter (Laying of a geotextile filter between 1 sqm

pitching and embankment slopes on which pitching is

laid to prevent escape of the embankment material

through the voids of the stone pitching/cement concrete

blocks as well as to allow free movement of water

without creating any uplift head on the pitching.)

241 Sealing of cracks/porous concrete by injection process 1 KG

through nipples/Grouting complete as per Technical

specification A Cement Grout

Sr. Item Description Qty Unit RATE

242 Sealing of cracks/porous concrete by injection process 1 KG

through nipples/Grouting complete as per Technical

specification (B) Cement mortar (1:1) Grouting

Dy. Executive Engineer Dy. Executive Engineer

Irri. Proj. Const. Sub-Dn. No-4 Sipu Proj. H.W. Sub Dn. No.1

Palanpur Dantiwada

Dy. Executive Engineer Dy. Executive Engineer

Mkt. H.W. Sub Dn. No-1 Sipu Canal Sub Division No-2

Mukteshwar Dantiwada

Tender Clerk, Asstt. Engineer (PB)

Sipu Project Division, Sipu Project Division,

Palanpur (B.K.) Palanpur (B.K.)

Sr. Divisional Accounts Officer Executive Engineer,

Sipu Project Division, Sipu Project Division

Palanpur (B.K.) Palanpur (B.K.)