Annual Rate

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

Item Description Unit With

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)

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)

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 Description Unit With

(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

(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

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

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

Earthwork in cutting including preparing the slope and camber andstacking

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

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

Earthwork in cutting including preparing the slope and camber andstacking

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

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

Earthwork in cutting including preparing the slope and camber andstacking

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

of 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 Cmt

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

Item Description Unit With

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

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

Blindage)(iv) 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

24 cm.depth including stacking useful materials on road side and disposing off Sqm

remaining stuff.

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 thorny 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 (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

Pinting and lettering with enamel paint 3- coats etc complete.(vii)Junction

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 Smt

drops 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. No.

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

Item Description Unit With

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

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

including letter 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

41 side during the cyclone or monsoon rain fall with all labour etc. complete. No.

(upto 300 mm. dia)

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

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

(Above 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 postand frame fabricated from

suitable sizeiron angle of 35 x 35 x 3mm, 75 x 75 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

45 stacking of useful materials and disposing off the excavated stuff upto 50 Cmt

Meter lead.(A) Loose or soft soil

Excavation for foundation upto 1.5 m depth including sorting out and

46 stacking of useful materials and disposing off the excavated stuff upto 50 Cmt

Meter lead.(B) Dense or Hard soil

Excavation for foundation upto 1.5 m depth including sorting out and

47 stacking of useful materials and disposing off the excavated stuff upto 50 Cmt

Meter lead.(C) Hard Murrum

Excavation for foundation upto 1.5 m depth including sorting out and

48 stacking of useful materials and disposing off the excavated stuff upto 50 Cmt

Meter lead.(D) Soft rock not requiring Blasting

Excavation for foundation upto 1.5 m depth including sorting out and

49 stacking of useful materials and disposing off the excavated stuff upto 50 Cmt

Meter lead.(E) Hard Rock

Item Description Unit With

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

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

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

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

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

vibrating, 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. (upto 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.(C) Height from

10.0 M. to 15.0 M. (upto 10 ton)

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

mm thick wearing coat laid as directed including tamping ,vibrating,

finishing, curing and filling in joints with bitumen complete. (more than

Providing and placing in position FE 415 TMT bar reinforcement including

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

Solid Slab. (upto 10 ton)

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

57 for 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

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

finished 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

59 walls for interior plastering upto floor two level and finished even and Smt

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

Item Description Unit With

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

slurry. (upto 10 ton)

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

62 (A) on Quarry Rmt

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

63 (A) on Quarry Rmt

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

64 (A) on Quarry Rmt

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

65 (A) on Quarry Rmt

Item Description Unit With

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

66 (A) on Quarry Rmt

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

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

69 serviceable materilas and disposal of unserviceable materials with all lead Cmt

and lift.(ii) In Cement Mortar.

Demolition of terrace including stacking of serviceable materilas and

70 disposal of unserviceable materials with all lead and lift.(i) Brick tile Smt

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

71 stacking of serviceable materilas and disposal of unserviceable materials Smt

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

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

including chowkhats architraves, holdfasts and other attachment etc.

complete and stacking them within all lead and lift.(i) Not exceeding 3 Smt.

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

including chowkhats architraves, holdfasts and other attachment etc.

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

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

Item Description Unit With

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)

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, bending and tying complete as per detailed drawings. (A) R.C.C.

Kerb. (B) R.C.C. Footpath.(C) R.C.C. Approch slab.(D) Wearing Coat. (upto

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

89 of 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

91 20cm. thickness including watering, ramming and consolidating etc. Cmt

complete. (more than 10 ton)

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)

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

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

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 Cmt

in (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

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

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

and upto 13 cm. thickness

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

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

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

and upto 15 cm.thickness

Brick work using common burnt clay building bricks having crushing

97 strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Cmt

Mortar 1:5. (1- Cement : 5 -fine sand)(A) Modular (more than 10 ton)

Item Description Unit With

Brick work using common burnt clay building bricks having crushing

98 strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Cmt

Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional (more than 10 ton)

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

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

(B) Conventional

(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 - Smt

coarse 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 Cmt

including 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

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

(more than 10 ton)

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.

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

hoisting, fixing in position and applying a priming coat of read lead paint.

108 (A) In beams and joists, channels angles Tees, flats, with connecting plates Quintal

or angle cleats as 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 2.5 mm is exclusive of surface applied glass beads as per IRC : 35 & Smt

finished 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 with necessary reainforcement including, shuttering, laying

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

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

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

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

Item Description Unit With

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

3 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 Cum

compacting with smooth whell roller to achive the desired density complete

as per technical specification clause 401 for grading I Material

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

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

and 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

118 ISMC channel vertical post 150mm x 75m x 5mm size erected at 2.0 Mt. Rmt

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

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

mm Size To Water Bound Macadum Specification including Spreding in

Uniform Thickness Hand Packing, Rolling with Smooth Wheel Roller 80-

119 100 KN in Stages to Proper Grade and Camber, applying and Brooming, One Cum

Stone 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

30 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 bitumen at the rate of 15 Kg/10 sqm for first Layer and spreading

0.13 cum /10 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.

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. Complete.(RA)

Item Description Unit With

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..

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

123 mixing at the rate of 50.00Kg/ M.T. by weight of total mix ( i.e. 5.00% ) and One MT

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

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

including 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 rate of 4.5% i.e. 45.00kg/M.T. of total mix incl. heating and

mixing in drum mix 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

5 mm thick Mild steel section of length 2.00 mt. height fixed in head wall

0.50 mt. and 1.50 mt. out side with painting and lettering with radium color

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

1.2 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 etc. Complete.

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.

Item Description Unit With

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

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

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

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

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

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

of engg. in charge

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 @ 100 ml/bag of cement and hardner 62.50 ml/bag using fixing

and removing 'C' channels of required road depth levelling if placed concrete

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

brooming as directed with providing expansion joints 20 x 200 mm and

construction joints 20 x 20 mm using cocnrete cutter machine etc. complete.

Item Description Unit With

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

Providing, Unloading, Placing Box Culvet Factory made Box Culvet

including Bed preparation with 20mm thick levelling cement mortar 1:3 (1

Cement: 3 Sand) including Jointing work of Box Culvet. precast RCC Self

Compacting High performance Concrete grade M40 storm water Box culvet

142 with having internal size 2000 mmx 2000 mm with ifiting as per drawing Rmt

and details. The drain shall that can take a Heavy vehicle load with 25 T

Point load, cured, Fe 500 TMT steel as reinforcement as per details and with

a smooth surface as per instruction of Engineer-in-charge ransportation etc

Providing, Unloading, Placing Precast Retaining wall for Height of

Miter. Factory made" including Bed preparation with 20mm thick levelling

cement mortar 1:3 (1 Cement: 3 Sand) including Jointing work of Precast

Retaining, RCC Self Compacting High performance Concrete grade M40

143 storm Precast Retaining with having height 2.5 miter with ifiting as per Rmt

drawing and details. The Wall shall that can take a Heavy vehicle load,

cured, Fe 500 TMT steel as reinforcement as per details and with a smooth

surface as per instruction of Engineer-in-charge including ransportation etc

Providing, Unloading. Placing Box Culvet Factory made Box Culvet

including Bed preparation with 20mm thick levelling cement mortar 1:3 (1

Cement: 3 Sand) including Jointing work of drain, precast RCC Self

Compacting High performance Concrete grade M40 Box culvet withhaving

144 internal size 3000 mmx 3000 mm with ifiting as per drawing an The drain Rmt

shall that can take a Heavy and details. vehicle load with 25 T Point load,

cured. Fe 500 TMT steel as reinforcement as per details and with a smooth

surface as per instruction of Engineer-in-charge including ransportation etc

Providing. Unloading. Placing Precast Retaining wall for Height of

Miter. Factory made" including Bed preparation with 20mm thick levelling

cement mortar 1:3 (1 Cement: 3 Sand) including Jointing work of Precast

Retaining, RCC Self Compacting High performance Concrete grade M40

storm Precast Retaining with having height 2.5 miter with ifiting as per

drawing and details. The Wall shall that can take a Heavy vehicle load cured.

Fe 500 TMT steel as reinforcement per details and with a smooth surface as

per instruction of Engineer-in-charge including ransportation etc completed.

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.

Estimated amount Estimated amount

Item Description Unit With

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