Annual Rate 2026-27 Rates of Supplying , Stacking Materials, Hire Charges of various machinery and Labour work on various roads of Songadh Taluka Dist- Tapi

Name of Work :- Rates of Supplying, Stacking Materials, hire charges of various machinary and Labour work

on various roads of Songadh Taluka Dist- Tapi

Item no. Description of Item Quantity Unit Amount

1 Supplying and Stacking 40 mm to 63 mm size Machine crushed Stone

aggregate on site of work as per specification including filling the 1.00 Cumt 564.00

measure boxes of standard size with all lead & lift etc Complete.

2 Supplying and Stacking 25 mm to 40 mm size Machine crushed Stone

aggregate on site of work as per specification including filling the 1.00 Cumt 647.00

measure boxes of standard size with all lead & lift etc Complete.

3 Supplying and Stacking 40 mm size Machine crushed Stone aggregate on

site of work as per specification including filling the measure boxes of 1.00 Cumt 602.00

standard size with all lead & lift etc Complete.

4 Supplying and Stacking 20 mm size Machine crushed Stone aggregate on

site of work as per specification including filling the measure boxes of 1.00 Cumt 715.00

standard size with all lead & lift etc Complete.

5 Supplying and Stacking 10 mm size Machine crushed Stone aggregate on

site of work as per specification including filling the measure boxes of 1.00 Cumt 682.00

standard size with all lead & lift etc Complete.

6 Supplying and stacking of 6 mm to 10mm grit for Key aggregate / binding

material on road side including filling the measure boxes of stadard size with 1.00 Cumt 512.00

all lead & lift etc complete.

7 Supplying and Stacking Rubble Stone on site of work as per specification

including filling the measure boxes of standard size with all lead & lift etc 1.00 Cumt 529.00

8 Supplying and stacking of Stone dust / binding material on road side

including filling the measure boxes of stadard size with all lead & lift etc 1.00 Cumt 265.00

9 Supplying and stacking of Quarry spall material on road side including filling

the measure boxes of stadard size with all lead & lift etc complete.

10 Supplying and stacking of Hard Murrum material on road side including

filling the measure boxes of stadard size with all lead & lift etc complete.

11 Supplying and stacking of fine sand material on road side including filling the

measure boxes of stadard size with all lead & lift etc complete.

12 Supplying and stacking of yellow earth /murrum material on road side

including filling the measure boxes of stadard size with all lead & lift etc 1.00 Cumt 289.00

13 Supplying and stacking of unscreen grevel material on road side including

filling the measure boxes of stadard size with all lead & lift etc complete. 1.00 Cumt 308.00

14 Supplying, Stacking, Spreading & rolling of Granular sub base gr-II on road

side by providing coarse graded machine crushed B.T. material satisfying

MOST specification grading-2 with approved material of (1) ( B.T. Stone

aggregate 26.5 to 4.75 mm 75% and 2.36 mm below 25 % ) including filling

the measure boxes of standard size with all lead & lift etc. complete.

15 Supplying, Stacking, Spreading & rolling of wet mix macadam base course as

per MORTH specification using machine crushed B.T. chips as per required

gradation, mixing with required optimum quantity of water including filling the 1.00 Cumt 816.00

measure boxes of standard size with all lead & lift etc. complete.

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

interstices forming the surface to required camber and gradinet.

17 Spreading Yellow earth ,stone dust, grit, sand, grevel, hard murrum etc./

binding or road crust filling the gaps in metal and levelling to campber & 1.00 Cumt 153.69

gradient as directed.

18 Rolling and consolidating water bound macadam (except laterite and Kankar)

including watering not exceeding 150mm thickness (Main layer including

binding materials ) including filling in depressions which occur during the 1.00 Sqmt. 17.76

process. (A) With power roller exceeding 8 tonne and not exceeding 12 tonne.

Item no. Description of Item Quantity Unit Amount

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

lift (including rolling, watering and consolidation) (A) From Borrow pits within 1.00 Cumt 128.25

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

lift (including rolling, watering and consolidation) (A) From Borrow pits with 1.00 Cumt 163.61

all lead and lift

21 Earthwork in cutting in all sorts of soil and soft murrum including conveying

and putting the stuff in spoil bank maintaining minimum distance of five meter

between top edge and cutting and toe of spoil bank.

22 Rolling & Watering of earthwork in layers with power roller including filling in

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

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

of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) 1.00 Cumt 118.82

Loose or soft soil

24 Excavation for foundation upto 1.5M. Depth including sorting out and stacking

of useful materials and disposing of the excavated stuff upto 50 meter lead.(B) 1.00 Cumt 151.89

Dence Hard soil..

25 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

1.00 Hectre 28173.36

cut earlier and disposal of unserviceable materials By mechanical means in

area of light jungle (by used JCB)

26 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

1.00 Hector 83658.53

cut earlier and disposal of unserviceable materials . By manual means in area

of light jungle

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

collars for culverts including setting and joining the pipes in C.M. 1:2 watering

and laying (To level of slops of I.S. 458 / 1971 Class NP3 casted by vertically

vibrated technology of following internal diameter.

28 Brickwork using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and plinth & Super structure in

Cement Mortar 1:6 (1- Cement : 6 -fine sand) (B) Conventional

29 Brickwork using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and plinth & Super structure in

Cement Mortar 1:6 (1- Cement : 6 -fine sand) in Superstructure above plinth

level upto floor to level (B) Conventional

30 Providing cement plaster in single coat on brick/concrete walls for plastering

upto floor two level and finished even and smooth in

(a)10 mm (1 :4) with smooth slurry 1.00 Sqmt. 177.42

(b)15 mm (1 :4) with smooth slurry 1.00 Sqmt. 220.04

(c)20 mm (1 :4) sand face plaster 1.00 Sqmt. 265.25

31 Supplying and Stacking Common burnt clay Brick conevetional on site of

work as per specification including loading unloading with all lead & Lift 1.00 1000 No. 4830.21

32 Supling of Labour on Various Site of all type of work with necessary

Equipment etc compelted as per Engineer in Charge.

33 Supling of Mason on Various Site of all type of work with necessary

Equipment etc compelted as per Engineer in Charge.

34 Hire charges for JCB including Own JCB machine ,fule,oil ,opretor etc.

1.00 One Hour 1200.00

Item no. Description of Item Quantity Unit Amount

35 Hire charges for Tractor (Excavator) including OwnTractor (Excavator)

1.00 One Hour 1000.00

machine ,fule,oil ,opretor etc. complete.

36 Hire charges for Tractor trolly with pawada including Own Tractor trolly

1.00 One Hour 1000.00

with pawada machine ,fule,oil ,opretor etc. complete.

37 Hire charges for Dumpuer / Tripper for Av.lead of 50 km. with pawada

including Own Dumpuer / Tripper machine ,fule,oil ,opretor etc. complete.

38 Hire charges for Water tanker (10000 liter capesity) including Own Water

tanker (10000 liter) machine ,fule,oil ,opretor etc. complete.

39 Hire charges for Water tanker (5000 liter capesity) including Own Water

tanker (5000 liter) machine ,fule,oil ,opretor etc. complete.

40 Hire charges for Power roller 8 to 10 Mtonne. including Own Power roller 8 to

10 Mtonne. machine ,fule,oil ,opretor etc. complete.

41 Hire charges for Vibreter roller 8 to 10 Mtonne. including Own Power roller

to 10 Mtonne. machine ,fule,oil ,opretor etc. complete.

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

graded stone aggregates 20 mm nominal size) and curing ,including formwork 1.00 Cumt 3748.98

etc. complete (Foundation & Plinth)

43 Providing and laying cement concrete work 1 : 3: 6 (1-cement : 3-coarse sand :

6- graded stone aggregates 40 mm nominal size ) and curing complete 1.00 Cumt 3030.35

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

8- graded stone aggregates 40 mm nominal size ) and curing ,including 1.00 Cumt 2699.96

formwork etc. complete

45 Supplying and fixing road sign board of M.S. plates and angle iron including

painting, lettering etc. complete including fixing in C.C. 1:4:8 with necessary

excavation etc. complete as per I.R.C. type design.

(i) Reflective type

46 Providing and fixing Junction board of M.S. plates and angles as per standard

I.R.C. design including fixing in C.C. 1:4:8 with necessary excavation painting

and lettering on board etc. complete.

47 Providing and fixing a gauge post consisting of M.S. channel fixing in Cement

Concrete 1:4:8 including welding mild steel guage plate on channel & painting

flood gauge marks on plate as per drawings & specification including cost of

material, labour, painting etc complete.

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

necessary reinforcement as per I.R.C. type design in C.C. 1:4:8 including 1.00 No. 697.36

painting,lettering etc. complete (For O.D. road V.R.)

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

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

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

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

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

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

53 Providing & Applying Geru Chuno on Tree trunk including including Labour

material Painting etc.completed (A)Up to 0.3 mt Dia.

54 Providing & Applying Geru Chuno on Tree trunk including including Labour

material Painting etc.completed (B)Above 0.3 mt Dia.

55 Providing & laying bituminious base course 37.5 mm thick compacted in

single layer asphalt VG-30 grade at 1.99 % by weight of mix for mixing and

2.5kg/10 smt asphalt VG-30 for tack coat & using B.T. chips of required

gradation including cleaning and heating asphalt, premix material by drum mix

process in proper gradation and laying with manual finish including rolling and 1.00 Sqmt. 197.48

consolidation with 8-10 tonne vibratory roller and providing all material

equipment, tools, and plants, fire wood, oil, kerosene labour charges etc.

complete using contractor's own machinaries and Mannual Finish etc.

complete. (Manual Finish)

Item no. Description of Item Quantity Unit Amount

56 Providing, laying & rolling 37.5 mm compacted thick B.M. in one layer with

B.T. aggregate as specified and using bitumen VG30 for tack coat at the rate of

2.5kg/10sqm and using bitumen VG30 for mixing with aggregate at the rate of

3.4% i.e. 34kg/M.T. of total mix including heating and mixing in drum mix

plant and transporting spreading the same by Mannual Finish and cosolidation 1.00 Sqmt. 287.36

with vibratory roller including necessary firewood, oil, lubricants, labour

charges, using contractor's own machineries and eqipment, tools etc.complete

in accordance with the requirement of specification. (Manual Finish)

57 Providing, laying 25mm thick compacted bituminous carpet considering

cmt./10Smt. Stone chips for one M.ton as per specification, using the asphalt at

rate 33.60 Kg/M.ton (i.e. 3.36% by weight of total mix) for mixing and asphalt

for tack coat at rate 2.5 Kg/ 10sq.mt. including heating and mixing the asphalt

and stone aggregates by continuous batching of drum mix plant and

transporting and spreading the same by Mannual Finish and consoli-dation with

vibratory roller with necessary equipments oil, kerosene,fire wood labour

charges etc comp.with contractor's own machineries and equipment tools etc.

complete in accordance with the requirement. (Manual Finish)

58 Providing & laying seal coat with B.T. agg. as specifed using agg. at the rate of

0.24 cu.mt/10Sq.Mt.and bitumen VG-30 for mixing agg. at the rate of 4.50%

i.e. 45.00 kg/M.T. and 2.5kg/10 smt asphalt VG-30 for tack coat including

heating & mixing in hot / drum mix plant & transporting & sreading the same

by Manual Finish & consolidation with vibratory roller incl. necessary 1.00 Sqmt. 161.75

firewoood, oil, lubricants, labour charges etc. using contractor's own drum mix

plant, machineries & equipment, tools etc. complete in accordance with the

requirement of specification. (Manual Laying)

59 Providing and laying mix seal surfacing 20 mm thick on previously laid

bituminious base course surface as wearing course with specified graded

machine crushed aggregate premixed with biltuminious binder 51 Kg/M.T. &

2.50kg/10 Sq.mt. Asphalt VG-30 For Tack Coat of total mix in a drum mix

plant transporting the mixed material by tripper and laying with Manual Finish

to the road level and rolling with power roller of 8- 10 tonne including cost of 1.00 Sqmt. 201.10

carrying of materials and necessary firewood oil. lubricants.labour charges etc.

using contractor's own drum mix plant, machinaries and equipment tool etc.

completed in accordance with the requirement of specification.(Manual Finish)

60 Providing and laying asphalt painting on B.T. surface with bitumen VG-30 at

rate 5.00Kg / 10Sq.mt. and spreading stone dust for painting surface at rate of 1.00 Sqmt. 38.60

61 Providing and applying hincol made or eqvivalent grade priming coat with

emulsion (SS-1) at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and 1.00 Sqmt. 57.60

preparing the surface heating, and applying etc. complete.

62 Providing and fixing in position FE 500D TMT bar reinforement including

cutting, bending and tying complete as per detailed drawings. (A) R.C.C. Kerb. 1.00 MT 72517.84

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

63 Providing and casting in situ controlled cement concrete M-200 for average

mm thick wearing coat laid as directed dincluding tamping, vibrating, finishing, 1.00 cumt. 5228.57

curing and fillingin joints with bitumen complete

64 Demolition including stacking of serviceable materilas and disposal of

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

65 Demolition of Brick work and stone masonry including stacking of serviceable

materilas and disposal of unserviceable materials with all lead and lift.(ii) In 1.00 cumt. 558.57

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

including thoroughly booming the surface to remove all dirt, dust; mortar drops 1.00 Sqmt. 12.60

and other foreign matter

67 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.

Item no. Description of Item Quantity Unit Amount

68 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of

cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on

existing flooring by adhesive material including dismentaling of existing 1.00 Sqmt. 1418.59

flooring and jointed with color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for antiskit

69 Chipping & removing the debonded/ delaminated/ loose/ disintegrated concrete

at the places and in the manner and upto the depth and in regular shape as

advised by the Engineer in charge without damaging the reinforcement/ RCC

with the help of chisel and light hammering or equivalent equipments. Cleaning

the surface with wire brushes making the surface free from dust, oil and all

impurities etc. as directed by Engineer Incharge. (Actual consumed bag shall be

measured for payment.) 1.00 25 kg Bag 1218.00

Patch repair to damaged concrete up to average 50 mm depth (by using ready to

use patch repair mortar of best stanadard approved brand as per data sheet) and

as per the work methodology and specifications & cost of all material, labour,

machinery, equipment, taking necessary safety measures for all floors as

directed and approved by EIC.

Deputy Executive Engineer Executive Engineer

Panchayat (R&B) Sub-Divn. Panchayat (R & B) Division

I / Weam / are willing to carryout the work at…………………. % above/ below percent (Should Be written in figures

and words) of the estimated rate mentioned above Amount of my / our tender works out as under.

*Estimated amount put to tender *Estimated amount put to tender

Deduct ……. % below Rs…………………… Add ………........% Above

Net Rs. …………………….… Total Rs. ………….…

*( please strike out whichever is not applicable)

1 The Contractor shall exhibition board with detailed specification and details of works directed by

the Engineer – In – Charge for which no extra payment shall bemade.

2 The labourcess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills.

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt G.R.:

PRC-10/2017 Cement Consumption/16/C Date: 11/05/2017 as stated in S.O.R. therefore in R.C.C. items

where the reisa change as per actual mix design the cost of difference of cement consumption have been

deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Signature of the Contractor Executive Engineer

Panchayat(R&B) Division