Annual Rate

Name of Work :- Annual rates for various roads of Kodinar Taluka Dist : Gir Somnath

Item Rate With 1 %

Item Description Unit

Suppliying and stacking of graded crushed stone aggregate of following sizes

(for W.B.M. Road) stone aggregate 40 mm to 63 mm size.

Supplying of crushed stone aggregates, chippings etc. of hard stone of following

nominal size free of disintegrated pieces deletarious and oraganic mater (for

Bitumen surface dressing etc.) and grading as per I.R.C. Code.(v) 12mm

Supplying of crushed stone aggregates, chippings etc. of hard stone of following

nominal size free of disintegrated pieces deletarious and oraganic mater (for

Bitumen surface dressing etc.) and grading as per I.R.C. Code.(vii) 6mm

3 (A) on Quarry Cmt

Supplying of screened cleaned pea (rounded) gravel of following sizes)(B)

Supplying of unscrened gravel

Supplying of coarse clean sharp sand at site.

5 (C) 5-10 KM Cmt

Item Rate With 1 %

Item Description Unit

(i) Supplying of murrum / binding materials

6 (C) 5-10 KM Cmt

(ii) Supplying of hard murrum 50mm to 150mm size.

7 (C) 5-10 KM Cmt

Supplying and stacking of quarry spall on site incl. loading

8 (C) 5-10 KM Cmt

Supplying and stacking of black stone on site incl. loading

9 (C) 5-10 KM Cmt

Earthwork for embankment including breaking clods, dressing with all lead and

lift (excluding watering and consolidation)(A) From Borrow pits within land

(A) from borrow pit within land width

(B) from borrow area within 0.5 km lead

(C) from borrow area within 1 km lead

(D) from borrow area within 2 km lead

(E) from borrow area within 3 km lead

Rolling of earthwork in layers with power roller including filling in depressions

which occur during the process. (more than 10 ton)

Earthwork in cuting in all sorts of soil and soft murrum including conveying and

12 spreading the stuff, embankment as and where directed within 200meters from Cmt

the end of the cutting with all required lead and lift.

Earthwork in cutting including preparing the slope and camber andstacking or

13 utilising the cutting stuff in bank as directed upto 200 Meters from the end of Cmt

cutting with all lead and lift.(i) Hard murrum.

Earthwork in cutting including preparing the slope and camber andstacking or

14 utilising the cutting stuff in bank as directed upto 200 Meters from the end of Cmt

cutting with all lead and lift.(ii) Soft rock not requiring blasting.

Earthwork in cutting including preparing the slope and camber andstacking or

15 utilising the cutting stuff in bank as directed upto 200 Meters from the end of Cmt

cutting with all lead and lift.(iii) Hard rock.

Spreading the stone aggregate for rolling and W.B.M. including filling the

16 interstices to required camber and gradient (excluding spreading of Blindage)(ii) Cmt

40mm to 63mm size aggreagates (H.B.)

Item Rate With 1 %

Item Description Unit

Spreading the stone aggregate for rolling and W.B.M. including filling the

17 interstices to required camber and gradient (excluding spreading of Blindage)(iv) Cmt

Chipping varying from 6mm to 25mm size.

Spreading blindage or road crust filling the gaps in metal and leveling to camber

and gradient as directed.(i) Murrum

Spreading blindage or road crust filling the gaps in metal and leveling to camber

and gradient as directed.(ii) Sand

Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (incl.

watering)(A) Earth work (layer not exceeding 200mm thickness)

Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (B)

Granular sub base(Layer not exceeding 150mm thickness)

Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (C)

Water bound Macadam (Layer not exceeding 100mm thickness)

Rolling and consolidation using vibratory road roller 8 - 10 tonne capacity (D)

Bituminous Macadam (Layer not exceeding 50mm thickness)

Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm.depth

24 including stacking useful materials on road side and disposing off remaining Sqm

Box cutting the road surface to proper slope and camber for makin a base for

25 road work including removing the excavated stuff and depositing on the road Cmt

side slope as directed upto 50 Mt. lead.

Clearing and grubbing road land including uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees

cut earlier and disposal of unserviceable materials(A) By manual means in area

of light jungle

Clearing and grubbing road land including uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees

cut earlier and disposal of unserviceable materials (B) By manual in area of

Clearing and grubbing road land including uprooting rank vegetation grass

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees

cut earlier and disposal of unserviceable materials (C) By mechanical means in

area of light jungle

Pinting and lettering with enamel paint 3- coats etc complete.(i) Ordinary K.M.

Stone for N.H. S.H. and M.D.R.

Pinting and lettering with enamel paint 3- coats etc complete.(ii) Ordinary K.M.

Stone for O.D.R. and V.R.

Pinting and lettering with enamel paint 3- coats etc complete.(iv) Hectometer

Pinting and lettering with enamel paint 3- coats etc complete.(v) Road sign

Pinting and lettering with enamel paint 3- coats etc complete.(vi) Village name

34 Pinting and lettering with enamel paint 3- coats etc complete.(vii)Junction board. No.

White washing with lime on wall surface (two coats) to give an even shade

35 including thoroughly booming the surface to remove all dirt, dust; mortar drops Smt

and other foreign matter.

Providing and fixing ordinary Kilometer stone of approved hard stone as per

36 I.R.C. type design in C.C. 1:4:8 including painting and lettering etc. complete No.

(For O.D.Road,V.R.)

Item Rate With 1 %

Item Description Unit

Providing and fixing ordinary Kilometer stone of precast C.C. 1:2:4 including

37 necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including letter No.

and paints etc. complete (For N.H., S.H. and M.D.R.)

Providing and fixing Hectometer as per I.R.C. type design including painting,

lettering etc. complete.(i) Fixing in Earth

Providing and fixing Hectometer as per I.R.C. type design including painting,

lettering etc. complete.(ii) Fixing in C.C. 1:5:10

Providing and fixing guard stone as per I.R.C. type design including white

washing etc. complete.(i) Fixing in Earth

Cleaning the road side by removing the trees which is falled down on road side

41 during the cyclone or monsoon rain fall with all labour etc. complete. (upto 300 No.

Engaging the Tree Cutter for the the trees which is half falled down on road side

42 during the cyclone or monsoon rain fall with all labour etc. complete. (Above Hr

300 mm. dia) etc. complete.

Supplying and stacking of Stone dust on site incl. loading

43 (C) 5-10 KM Cmt

Cautionary Warning Sign :-Providing and fixing sing boards made out of 2mm

aluminium sheet; size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-

67-1977. Pre treated with phospheting process & acid etching; coated with one

coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with

retro refiectivesheeting as per latest M.O.S.T.Specifications; 3.1m long stand

44 postand frame fabricated from suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 No.

x 6mm as required; painted with bestquality epoxy coatings in black andwhite

bends. The details of symbol forNo. board shall be as per theinstruction of

engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x

60 Cms. for No. leg.including excavation, curing etc.complete under the

supervision of engineer in charge.(A) Engineer Grade...........................

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

45 useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Cmt

Loose or soft soil

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

46 useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Cmt

Dense or Hard soil

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

47 useful materials and disposing off the excavated stuff upto 50 Meter lead.(C) Cmt

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

48 useful materials and disposing off the excavated stuff upto 50 Meter lead.(D) Cmt

Soft rock not requiring Blasting

Excavation for foundation upto 1.5 m depth including sorting out and stacking of

49 useful materials and disposing off the excavated stuff upto 50 Meter lead.(E) Cmt

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8- hand

50 broken stone aggregates 40 mm nominal size) and curing complete excluding Cmt

cost of formwork in (A) Foundation and Plinth (more than 10 ton)

Item Rate With 1 %

Item Description Unit

Providing and filling in foundation with ordinary Cement concrete M-100 mix

51 and providing necessary vertical pin headers including formwork, vibrating, Cmt

ramming and curing complete. (more than 10 ton)

Providing & casting in situ ordinary cement concrete M-150 mix and providing

necessary pin headers including shuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(A) Height from 0.0 M. to 5.0 M.

(more than 10 ton)

Providing & casting in situ ordinary cement concrete M-150 mix and providing

necessary pin headers including shuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(B) Height from 5.0 M. to 10.0 M.

Providing & casting in situ ordinary cement concrete M-150 mix and providing

necessary pin headers including shuttering, scaffolding, laying, vibrating, curing

and finishing complete without V-Groves.(C) Height from 10.0 M. to 15.0 M.

Providing and casting in situ ordinarycement concrete M-200 for average 75 mm

55 thick wearing coat laid as directed including tamping ,vibrating, finishing, curing Cmt

and filling in joints with bitumen complete. (more than 10 ton)

Providing and placing in position FE 415 TMT bar reinforcement including

56 cutting, bending, hooking, and tying complete as per detailed drawing.(A) Solid MT

Slab. (upto 10 ton)

Providing 10mm thick cement plaster in single coat on brick/concrete walls for

57 interior plastering upto floor two level and finished even and smooth in Smt

(i)Cement mortar 1:3 (1-cement:3-sand)

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

58 single or half brick walls for interior plastering upto floor two level and finished Smt

even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)

Providing 20mm thick cement plaster in single coat on single or half brick walls

59 for interior plastering upto floor two level and finished even and smooth in (i) Smt

Cement mortar 1:3 (1-cement:3-sand)

Item Rate With 1 %

Item Description Unit

Extra over items 55 to 57 for finishing with a floating coat of neat cement slurry.

Filling available excavated earth (excluding rock) in trenches. plinth, sides of

61 foundations etc. in layers not exceeding 20 cm. in depth consolidating No. Cmt

disposited layer by ramming and watering.

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with

collars for culverts carrying heavy traffic as per IS 458-1991 specifications

including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(i) 300mm dia. (more than 10 ton)

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with

collars for culverts carrying heavy traffic as per IS 458-1991 specifications

including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(iii) 600mm dia. (upto 10 ton)

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with

collars for culverts carrying heavy traffic as per IS 458-1991 specifications

including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(iv) 750mm dia. (upto 10 ton)

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with

collars for culverts carrying heavy traffic as per IS 458-1991 specifications

including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(v) 900mm dia. (upto 10 ton)

Item Rate With 1 %

Item Description Unit

Supplying and fixing reinforced concrete heavy duty non-pressure pipes with

collars for culverts carrying heavy traffic as per IS 458-1991 specifications

including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of

class NP3 of following internal daimeters.(vii) 1200mm dia. (upto 10 ton)

Demolition and disposal of unserviceable materials with all lead and lift.(i) Lime

Demolition including stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) R.C.C. work

Demolition of Brick work and stone masonry including stacking of serviceable

69 materilas and disposal of unserviceable materials with all lead and lift.(ii) In Cmt

Demolition of terrace including stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift.(i) Brick tile covering.

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

71 stacking of serviceable materilas and disposal of unserviceable materials with all Smt

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

Dismentling doors, windows, ventilators etc. (wood or steel) shutters including

72 chowkhats architraves, holdfasts and other attachment etc. complete and stacking No

them within all lead and lift.(i) Not exceeding 3 Smt. in area.

Dismentling doors, windows, ventilators etc. (wood or steel) shutters including

73 chowkhats architraves, holdfasts and other attachment etc. complete and stacking No

them within all lead and lift.(ii) Exceeding 3 Smt. in area.

Loading and unloading the debris and manure etc. in contractor's

own tractor and disposing off the same as directed.

Supplying of potable water in own tanker on road site or helipad site

76 Chhakda Rikshow (with diesel & driver) Hr

Tractor on hire charges with trailor, diesel, driver, necessary

Engaging tractor for side borms cutting and dressing as directed

78 including cost of driver, diesel, necesary cutting and dressign Hr

equipment etc. complete as directed

Providing loader machine on hire charges with operator, diesel, oil for

loading / unloading work on site as directed.

Engaging the JCB for the different type of work on road side with

machineries, oil, fuel, driver etc. complete.

Engaging the Brakers for the different type of Rock Excavation work on road

side with machineries, oil, fuel, driver etc. complete.

Providing excavator on hire bases for excavation loading etc. type of

82 work on road site operation, diesel, oil. (L&T type capacity) as Hr

83 Truck, Dumper (With diesel & driver) Hr

Providing on hire bases mechanical crain of 3.00 MT weight lifting

84 capacity on stated road site including necessary fuel, oil, grease and Hr

driver / operator for carry out work as directed (including crane)

Item Rate With 1 %

Item Description Unit

Providing heavy road roller (vibratory roller) of 8 to 10 MT wt. with

85 heavy license driver / operator for rolling work of asphalt, earth work, Hr

metalling work with necessary fuel and oil as directed.

Providing and laying in position FE 415 TMT bar reinforcement including

86 cutting, bending, hooking and tying complete as per detailed drawings for the MT

following.(A) Piers (B) Abutments (C) R.C.C. Returns (upto 10 ton)

Providing and fixing in position FE 415 TMT bar reinforement including cutting,

87 bending and tying complete as per detailed drawings. (A) R.C.C. Kerb. (B) MT

R.C.C. Footpath.(C) R.C.C. Approch slab.(D) Wearing Coat. (upto 10 ton)

Providing and casting in situ ordinary cement concrete M-200 forKerbs/Kerb

blocks including formwork, curing and finishing complete. (upto 10 ton)

Providing & laying weep hole in Aburtments, and returns by using A.C. pipe of

89 100mm including laying in proper grede and jointing the completed as per No

detailed specification.

Filling in plinth with sand under floors including watering ramming,

consolidating and dressing complete (more than 10 ton)

Filling in foundation and plinth with murrum or selected soil in layers of 20cm.

91 thickness including watering, ramming and consolidating etc. complete. (more Cmt

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

92 graded stone aggregates 20 mm nominal size) and curing complete excluding Cmt

cost of formwork in (A) Foundation and Plinth (more than 10 ton)

Providing upto floor two level precast cement concrete jali or grill 1:2:4 mix (1-

Cement : 2- coarse sand : 4-graded stone aggregate 6mm nominal size)

reinforced with 1.6 mm dia. Mild steel wire including roughening,cleaning,

fixing and finishing in cement mortar 1:3 and curing complete. (D) 75mm thick

Providing and laying cement concrete work 1:1.5:3 (1- Cement : 1.5- Coarse

sand : 3- graded stone aggregates 20 mm nominal size) and curing complete

94 excluding cost of formwork and Reinforcement for reinforced concrete work in Cmt

(A) Foundations, footings, Base or columns and Mass concrete (more than

Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand

: 4- graded stone aggregates 20 mm nominal size) and finishing smooth with

95 curing etc. complete including the cost of formwork but excluding the cost of Cmt

reinforsement for R.C.C work in (iii) Slabs having more than 10 cm and upto

Providing and Laying ordinary cement concrete 1:2:4 (1- Cement 2- coarse sand

: 4- graded stone aggregates 20 mm nominal size) and finishing smooth with

96 curing etc. complete including the cost of formwork but excluding the cost of Cmt

reinforsement for R.C.C work in (iv) Slabs having more than 13 cm and upto

Brick work using common burnt clay building bricks having crushing strength

97 not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cmt

Cement : 5 -fine sand)(A) Modular (more than 10 ton)

Brick work using common burnt clay building bricks having crushing strength

98 not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cmt

Cement : 5 -fine sand)(B) Conventional (more than 10 ton)

Extra for brick work in superstructure above plinth level upto floor two level (A)

Extra for brick work in superstructure above plinth level upto floor two level (B)

Item Rate With 1 %

Item Description Unit

(i) Half brick masonry in common brunt clay building bricks having crushing

101 strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse Smt

sand ) in foundation and plinth (A) Modular (more than 10 ton)

Extra for half brick masonry in superstructure above plinth level upto floor two

level. (A) Modular

(ii) Uncoursed Rubble Masonry with hard stone of approved quality in

103 foundations and plinth in Cement Mortar 1:5 (1-cement : 5-coarse sand including Cmt

levelling up etc. complete (more than 10 ton)

104 Extra over Item 7.6 for super structure above plinth level upto floor two level Cmt

Coursed rubble masonry with hard stone of approved quality in foundations and

105 plinth in Cement Mortar 1:6 (1-Cement : 6-coarse sand) etc. complete. (more Cmt

White Stone Bela mesonry block in course in superstructure with stone of

106 approved quality in Lime Mortar 1:5 (1-Cement :5- course sand) including Cmt

packing the joints etc. complete. (more than 10 ton)

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square or

round bars with round headed bolts and nuts or by screws (A) Plain Grill. (upto

Steel work, riveted in built up sections framed work including cutting, hoisting,

fixing in position and applying a priming coat of read lead paint. (A) In beams

108 and joists, channels angles Tees, flats, with connecting plates or angle cleats as Quintal

in main and cross beams. Hip and jack rafters, purlins conneted to common

rafters and the like. (upto 10 ton)

Filling around the pipes with murrum including dressing, tampering etc.

Providing and laying of Hot applied Thermoplastic compound 2.5 mm thick

including Reflectorising Glass Beads @ 250 gms per Smt area, thickness of

110 mm is exclusive of surface applied glass beads as per IRC : 35 & finished Smt

surface to be level, uniform and free from streaks and holes. (As per Government

letter No.SOR 102003/94/S-1/ Dated.20-7-2004)

Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine

injuction high compressed molding with reflector made of MMC (prismatic type

of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with No.

unit for fixing. (High Intensity grade)

Providing parapet of ordinary cement concrete M-150 as per detailed drawings

112 with necessary reainforcement including, shuttering, laying vibrating and Rmt

finishing to line and level complete. (ii) Cast in situ. (upto 10 ton)

Providing parapet of controlled cement concrete M-150 as per detailed detailed

113 drawings with necessary reainforcement including, shuttering, laying vibrating Rmt

and finishing to line and level complete. (i) Precast. (upto 10 ton)

Providing and fixing post and pipe railing as per detailed drawing including

coats of painting to steel works complete. (more than 10 ton)

Granual sub-base with well graded black trap crushed stone materials

(Table400.1) by mixin place method construction of granujal sub-base by

115 providing well graded materials, spreading in rotavatorat OMC, and compacting Cum

with smooth whell roller to achive the desired density complete as per technical

specification clause 401 for grading I Material

Item Rate With 1 %

Item Description Unit

Providing, laying, spreading and compacting graded stone aggregate to Wet Mix

Macadam (WMM) specification including premixing the material with water at

OMC in mechanical mix plant carriage of mixed material by tripper to site,

laying in uniform layers with paver in sub base / base course on well prepared

surface and compacting with vibratory roller to achieve the desired

Providing temporary Diversion suitable for traffic during the construction period

117 of the Bridge/ CD work by Levelling Existing Ground and Supplying and Rmt

Spreading quarry spall in layer etc Complete.

Providing and fixing 'W' metal beam crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail 70 cm above road/ground level fixed on ISMC

channel vertical post 150mm x 75m x 5mm size erected at 2.0 Mt. center to

center,1.65 m high, incl. all fiting, foundation , bolts as per specification

Providing, Laying, Spreding and Compacting Stone Aggregate of 63 to 45 mm

Size To Water Bound Macadum Specification including Spreding in Uniform

Thickness Hand Packing, Rolling with Smooth Wheel Roller 80-100 KN in

119 Stages to Proper Grade and Camber, applying and Brooming, Stone One Cum

Screening/Binding Material To Fill up the Interstices of Coarse Agrregate,

Watering and Compacting to The Required Density Grading-II as per Technical

Specification Clause

Providing and Laying bitumeaneous grout in one Layers using Bitumen VG

Tack Coat at the Rate of 2.50 kg./per 10 Smt. on BT Surface ( As per IRC - 16 )

with Spreading stone Aggregate at the Rate of 0.50 cum / 10 sqm. and spreying

120 bitumen at the rate of 15 Kg/10 sqm for first Layer and spreading 0.13 cum /10 One Sqm

sqm. of Key aggregate on Top accordance with the requirment of Specification

including Cost of Stone Aggregate, Bitumen, Necessary Firewood oil,,

Lubricants, Labour charges, Machineries, tools etc. Complete. (RA)

Providing, Laying and rolling of 37.5 mm thick Compacted Bitumeneous

Macadam (BM) in One Layer With B.T aggreates as specified and using Asphalt

Grade VG 30 For Tack Coat at the Rate of 2.50 kg./per 10 Smt. on B.T. Surface

(As per IRC-16) and using Asphalt of Grade VG 30 at the rate of 3.5 % i.e.

35.00 Kg/ MT by Weight of Mix including heating and Mixing, Transporting the

Mix and Sprading the Same by Paver Finisher and Compection as per MOST

Spectification including Cost of all materials, Fuel, Labours, tools and Plants etc.

Providing and laying 25mm thick Semi dence bitumenous concrete using

bitumen of VG-30 grade for mixing at the rate of 50.00Kg/ M.T. by weight of

total mix ( i.e. 5.00% ) and mixing the aggregate and bitumen by continuous

batching drum mix plant and spreading the same by paver finisher and

consolidation by vibratory roller including cost of all materials, fuel, labours,

tools and plants, using contractor's own machineries..

Item Rate With 1 %

Item Description Unit

Providing and laying 25mm thick Semi dence bitumenous concrete using

asphalt for tack coat at the rate of 2.50 Kg./10 Sq.M. on B.T. surface and black

crshed stone aggregate and filler materials as per gradation of M.O.R.T. & H.

specification including using bitumen of VG 30 grade for mixing at the rate of

50.00Kg/ M.T. by weight of total mix ( i.e. 5.00% ) and mixing the aggregate

and bitumen by continuous batching drum mix plant and spreading the same by

paver finisher and consolidation by vibratory roller including cost of all

materials, fuel, labours, tools and plants, using contractor's own machineries..

Providing, Laying ad Rolling of Compacted Mix Seal Surface With BT and

Aggregate as specified using Bitumen VG 30 For Mixing with Aggregate at the

rate of 5.10 % i.e. 51.00 Kg / MT of total mix incl. heating and mixing in drum

124 mix plant and spreading and Compection as per MOST Spectification including One MT

Cost of all materials, Fire Wood, Oil, Lubricant, Fuel, Labours, tools and Plants

etc. Incl. Flushing of Sand 0.3 Cum/ 10 Sqm etc. Complete.In Accordance with

Requirement of Specification(RA)

Providing and Laying Seal coat with B.T. aggregate as specified using aggregate

at the rate of 0.18 cum/10 sqm and bitumen VG 30 for mixing aggregate at the

125 rate of 4.5% i.e. 45.00kg/M.T. of total mix incl. heating and mixing in drum mix One MT

plant and spreading and Compection as per MOST Spectification including Cost

of all materials, Fuel, Labours, tools and Plants etc. Complete.(RA)

Providing and laying Asphalt Painting on B.T. Surface with grade VG-30 at rate

of 5kg/10sqm by mechanical sprayer and spreading the stone dust on prepared

surface at the rate of 0.03 Cu.M./10 Sq.M. and rollinbg with smooth wheeled

pnumatic roller and brushing etc. Complete.(RA)

Providing and fixing flood gauge marks of 'C' angle size 100mm x 50mm x

127 mm thick Mild steel section of length 2.00 mt. height fixed in head wall 0.50 mt. No

and 1.50 mt. out side with painting and lettering with radium color as directed.

Applying Two Coats of colour wash (Geru) & white wash to trees on road

Mtr height of colour wash (geru) & 0.3 Mtr height of white wash including

clearing the surface & removal of dirt, grass & other foreign matter from surface

129 M.S. Road Sign Board / Village Name Board Non-Reflective Type No

130 Supply of Labour for various works Un skilled Day

Applying priming coat over new steel and other metel surface after and including

preparing the surface by throughly cleaning, oil,grease, dirt and other foreign

matter and scoured with brushes fine steel wood, scrapers and sand paper with

ready mixed priming paint brushing red lead.

Painting two coats (excluding priming coat) on new steel and other metal surface

with enamel paint, brushing, interior to give an even shade including cleaning

the surface an even shade including cleanicn the surface of all dirt, dust and

other foreign matter.

Painting one coats (excluding priming coat) on previously painted steel and other

133 metal surface with enamel paint, brushing to give an even shade including Sqm

cleaning the surface of all dirt, dust and other foreign matter.

Item Rate With 1 %

Item Description Unit

Distempering with dry distemper of approved brand and manufacture (two coats)

and of required shade on wall surfaces of given an even shade, over and

including a priming coat of whiting after thoroughly brooming the surface free

from mortar dropping and other foreign matter.

Distempeing (Two coats) with oil bound distemper of approved brand and

manufacture and of required shade on wall surfaces to give an even shade, over

and including a priming coat with distemper primer of approved brand and

manufacture after thoroughly brushing the surface free from mortar dropping and

other foreign matter and also including preparing the surface even and sand

papered smooth.

Finishing wall with water proofing cement paint of on wall surfaces (Two coats)

to give an approved brand and manufacture and of required shape even shade

after thoroughly brushing the surface to remove all dirt and remains of loose

powered materials.

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.

Rubble Strip :- supply & erecting black and yellow PVC rumble strip as a speed

breaker incl. 4 nos of holes for installation, high strength PVC material strength

138 of 35 tones having size height 25 mm width 100mm, ready to installed Rmt

availlable in 0.5 m length incl. installation at site as per instruction of engg. in

Rolling and consolidation of soling including filling in depression which occur

during the process, with power roler 8 tonne to 12 tonne.

Construction of concrete road using tremix system with 15cm thick controlled

C.C. M-200 concrete mixing conplast P-211 water reduction admixture @

ml/bag of cement and hardner 62.50 ml/bag using fixing and removing 'C'

140 channels of required road depth levelling if placed concrete with surface Cum

vibrator, finishing the surface with power floter and towel tight brooming as

directed with providing expansion joints 20 x 200 mm and construction joints

x 20 mm using cocnrete cutter machine etc. complete. (As per R.A.)

Providing and laying cement concrete work 1:1.5:3 (1- Cement : 1.5- Coarse

sand : 3- graded stone aggregates 20 mm nominal size) and curing complete

excluding cost of formwork and Reinforcement for reinforced concrete work in

(A) For Repairing

Rates are exclusive of GST and should be paid Separately

I/We am/are willing to carry out the work at .............................................% above/below

percent (should be written in figures and words) of the estimated rates mentioned above. Amount of my/our tender

works out as under.

Item Rate With 1 %

Item Description Unit

works out as under.

Estimated amount Estimated amount

Put to tender Rs……………………… Put to tender Rs………………………

Deduct .............% below Rs………… Add ............% above Rs……………

Net Rs………… Total Rs……………

(*Please strike out whichever is not applicable).

Signature of Contractor.

Executive Engineer

Panchayat R&B Division