Annual Rate of Construction Work of C.C. Road, R.C.C. Road with Tri-Mix, WBM With Paving Block Road Repairing and New Work (This Work Only Up to Rs. 5.00 Lakh Limit) as per Various Area of Palitana, Dist: Bhavnagar Under Self Fund/Grant Year-2026-27 and Monsoon Road Damage Resurfacing Grant (This Work Amount of Under Government Approval). (Second Attempt)

NAME OF WORK :-

ANNUAL RATE OF CONSTRUCTION OF C.C. ROAD, R.C.C. ROAD WITH TRI-MIX AND WBM WITH

PAVING BLOCK ROAD REPAIRING AND NEW WORK (This Work Only Up To Rs. 5.00 Lakh Limit) AND

MONSOON ROAD DAMAGE RESURFACING GRANT YEAR-2026-27 ROAD WORK (THIS WORK

AMOUNT OF UNDER GOVERNMENT APPROVAL).

LOCATION:- VARIOUS AREA OF PALITANA CITY

PERCENTAGE RATE TENDER

I. No. Description Unit Rate

1 Filling available excavated earth,(Ecluding rock in trenches plinth, sides of

foundation etc.)in layer not exceeding 20cm, in depth consolidating each depo

sited layer by ramming and watering. Cum

2 Filling in plinth with sand under floors including watering remming consolidating

and dressing etc.complete. Cum

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

Machine cut stone aggregate 40mm nominal size) and curring complete

including cost of formwork in (a) Foundation and plinth Cum

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

Machine cut stone aggregate 40mm nominal size) and curring complete

including cost of formwork in (a) Foundation and plinth Cum

5 Providing and fixing M.S.Grills required pattarn to wooden frames 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 Kg

5.1 (B) Oranamental grill Kg

6 Demolation and disposal or unserviceable materials with all lead and lift (i)

Lime concrete and (ii) Unreinforced cement concrete Cu.m.

6.1 Demolation and disposal or unserviceable materials with all lead and lift (ii)

Unreinforced cement concrete Cu.m.

7 Demolation including stacking of serviceable material and disposal or

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

8 Demolation of brick work and stone masonary including stacking of serviceable

material and disposal or unserviceable materials with all lead and lift (ii) In

cement mortar Cu.m.

9 Demolation of terrace including stacking of serviceable material and disposal or

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

10 Dismentling the or stone floors laid in mortar including stacking of serviceable

material and disposal or unserviceable materials with all lead and lift sq.m

11 Providing and fixing C.I. manhole cover 0.60m x 0.45m size having weight not

less than 35kg Each

12 Providing and laying jointing and pointing with stiff mixture of cement mortar 1:1

[1cement 1 fine sand] 150mm internal diameter salt glazed stoneware half

round channels Metre

13 Constructing masonry for under ground C.I. Inspection chamber and bends

with bricks having crushing strength not less then 35kg/cm2 in cm 1:5 C.I.cover

with frame [light dutty] 455mm x 610mm internal dismasions total weight of

cover with frame to be not less than 38kg [wt. of cover 23kg. and wt. of frame

15kg] R.C.C. top slab with 1:2:4 mix [1 cement :2 course sand :4 grade stone

aggregate 20mm size] foundation concrete 1:5:10 inside plaster 15mm thick

with cement mortar 1:3 finished smooth with a floating coat of neat cement on

walls and bed concrete etc. complete [i] Inside diamensions 455mm x

610mm and 450mm deep for single pipe line, Each

13.1 [ii] Inside diamensions 500mm x 700mm and 450mm deep for pipe line

with one or two inlets Each

13.2 [iii] Inside diamensions 600mm x 850mm and 450mm deep for pipe line

with three or two inlets Each

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

14 Earthwork for embankment including breking clods dressing with all lead and

lift (Excluding watering and consolidation)(A) From Borrow pits within land Cu.m.

(B) From Borrow area within 0.5KM. lead Cu.m.

14.2 (C) From Borrow area within 1.0KM. lead Cu.m.

14.3 (D) From Borrow area within 2.0KM. lead Cu.m.

14.4 (E) From Borrow area within 3.0KM. lead Cu.m.

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

which occur during the process. Cu.m.

16 Watering of earth work as directed. Cu.m.

17 Earthwork for embankment including breking clods dressing with all lead and

lift and including watering rolling and consolidation of subgrade in layers at

O.M.C. to required dry destiny including fillings the depression which occur

durring the process using power roller 8t to 10t.(A) From Borrow pits within Cu.m.

17.1 land width

(B) From Borrow area within 0.5KM. lead

17.2 (C) From Borrow area within 1.0KM. Lead Cu.m.

17.3 (D) From Borrow area within 2.0KM. lead Cu.m.

17.4 (E) From Borrow area within 3.0KM. lead Cu.m.

18 Earthword in cutting in all sorts of soil and soft murrum including conveying and

spreding the stuff embankment as znd where directed within 200 meters from

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

19 Earthword in cutting in all sorts of soil and soft murrum including conveying and

putting the stuff in spoil bank maintaning minimum distance of five meter

between top edge of cutting and toe of spoil bank Cu.m.

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

road work including removing the excavated stuff and despositing on the road

side slope as directed up to all lead and all sretta Cu.m.

21 Supplying of crushed stone aggregates, chippings etc.of Machine Cut stone of

40mm size free of disintegrated pieces, deleterious and organic matter (for

butumen surface dressing etc.) and grading as per I.R.C. Code all lead and lift

21.1 40mm to 63mm size Cu.m.

21.3 6mm size Cu.m.

22 [i] supplying of murrum/binding material all lead and lift Cu.m.

23 Supplying of Stone Dust all Lead:and all lift Cu.m.

24 Supplying premoulded bitumimous joint filler

24.1 [i] 12mm thick Sq.m.

24.2 [ii] 20mm thick Sq.m.

24.3 [iii] 25mm thick Sq.m.

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

interstices to required camber and gradient

25.1 [i] 40mm to 63mm size agreegate [HB] Cu.m.

25.2 [ii] 25mm to 50mm size crushed stone Cu.m.

25.3 [iii] chipping varying from 6mm to 25mm size Cu.m.

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

camber and gradient as directed.[i] murrum and [ii] sand Sq.m.

27 Rolling and consolidation of soiling including filling in depression which occur

durating the process with power roller Sq.m.

28 Rolling and consolidation water bound macadam [Except laterite and kankar]

including watering not exceeding 150mm thickness [main layer including filling

in depresion which occur during the process [B] with power roller

29 Providing and laying M.S. side rail of road thickness with necessary nut bolt

plates, fixing as per width,applying plate vibrator,electric or diesel on channal.

comp. with V.D. system (Trimix) by using the all nessesory equipment and

material and machinery, such as running creed vibrator on prelaid M.S.

channel for levelling vaccume pupms, floating and power trovelling etc.comp. Sq.m.

30 Providing and fixing junction bord of precast R.C.C. as per standard I.R.C.

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

figuring and lettering on board etc. complete. Each

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

31 Providing and laying rubble for apron [each stone weighting not lesser than

40kg] including hand packing and filling in the interstics with quarry spalls Cu.m.

32 Providing and filling trenches of Labour charges-Excavator in rocky strata with

ordinary cement concrete M-75 Cu.m.

33 Providing and casting in-situ ordinary cement concrete M-150 for average 75 m

thick wearing cost laid as directed including temping vibrating finishing curing

and filling in joints with bitumen complete Cu.m.

34 Providing and casting in-situ controled cement concrete M-150 for average

m thick wearing cost laid as directed including temping vibrating finishing curing

and filling in joints with bitumen complete Cu.m.

35 Providing and casting in-situ ordinary cement concrete M-200 for average 75 m

thick wearing cost laid as directed including temping vibrating finishing curing

and filling in joints with bitumen complete Cu.m.

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

75m thick wearing cost laid as directed including temping vibrating finishing

curing and filling in joints with bitumen complete Cu.m.

37 Providing and cast in-situ ordinary cement concrete M-200(1:1.5:3) for average

20cm thick wearing coat/c.c. pavement as directed in approved fixed side

formwork of steel channel including vibrating by screed-needle vibrator and

finishing by plate vibrator and finished in continuous operation including

providing of contraction joint at every 4.00mtr. and expansion joint at interval of

40mtr. applying debonding strips, bitumen primer, bituminous sealant and

curing etc. complete. and including cost of admixtures Melamine Base/

Naphthalene Base using 1.5 Kg. per Cement Bage Cu.m.

38 Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level Kg.

39 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level Kg.

40 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete

block 60mm thick with grade of concrete M-300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS 15658 :

2006 including 75 mm Sand/stone dust/greet layer for levelling and filling the

joint with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc.

Complete. Sq.m.

41 Providing and fixing 80mm thick Interlocking type coloured cement concrete M-

300 paver block (Gray cement based rubble moulded laker finished) of

approved shape and design for footpath with 150mm average thick fine sand

filing. Them includes levelling by using vibrating compaction machine

compulsory. Item includes all materials, labour, equipments, etc. complete

including the cost of fine sand as directed by the engineer-in-charge. (40Mpa

strength) Sq.m.

42 Providing cement vata (10cm. x 10 cm. size) quarter round in cement

mortar 1:1 including neat cement finishing, watering etc. complete. Rmt.

43 Operating and Working With JCB As per the Instruction of Nagarpalika

Including All operational Costs Such as Fuel, Transportaion, Driver, Etc all

44 Operating and Working With JCB with breaker As per the Instruction of

Nagarpalika Including All operational Costs Such as Fuel, Transportaion,

Driver, Etc all Complete Hrs.

45 Loading and Unloading along with Trip And Operating With Tractor Trolly As

per the Instruction of Nagarpalika Including All operational Costs Such as Fuel,

Transportaion, Driver, Etc all Complete Trip

46 Loading, Unloading And Operating With Tractor Trolly For One day (8 hrs) As

per the Instruction of Nagarpalika Including All operational Costs Such as Fuel,

Transportaion, Driver, Etc all Complete Day

Contrator Sign with Stamp Engineer Chief Officer President

I. No. Description Unit Rate

47 As per the Instruction of Nagarpalika Removing Existing Paving/ Rajula stone

Flooring Over Manholes, Opening Frame and Cover and Cleaning Manhole

Including Removing of Wastage and Loading it to Tractor and Disposing It to

Farm as Manure Along with Refitting of Paving/Rajula Stone Including All Trip for

operational Costs Such as Fuel, Transportaion, Driver, Etc all Complete Tractor

48 Supplying of Healthy Labour As per the Instruction of Nagarpalika Person

49 As per the Instruction of Nagarpalika, Suppling and Fitting of Rajula bella stone

over the existing sewage at the given Location and Including all charges

50 As per the Instruction of Nagarpalika, Suppling and Fitting of Pre cast, Pre

Tensile and Pre Sress RCC 50mm Thick RCC Cover and Placing over the

existing manhole at the given Location and Including all charges Complete Sqmt.

51 Tracing of old Manhole all type No.

52 Tracing of House Chamber all type No.

53 Preparing surface by Brushing with wire brushes for removing caked mud etc.

sweeping with brooms and finally fanning the cleaned surface with gunney

bags to remove all loose dirt etc.(ii) Black top surface. Sqmt.

54 Scarifying gravelled macadam or bitumen macadam surface 6 cm to

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

remaining stuff. Sqm

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

56 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 Hectare

57 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

each unit for fixing. (High Intensity grade) No.

58 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse

sand : 4-graded stone aggregate 20mm nominal size) foundation concrete

1:3:6 mix (1-cement : 3- coarse sand :6 Brick bats 40 + 50mm size) inside

plastering 15mm thick with Cement Mortar 1:3 (1-Cement : 3-coarse sand)

finished with a floating coat of neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2-Coarse sand :4- stone aggregate 20mm

nominal size) finished smooth complete including curing and festing (i) Inside

size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to be not less than 128 kgs.

(Wt. of cover 64 Kg. and Wt. of frame 64 Kg.) (A) With 230mm thick walls of

brick msonry using brick having crushing strength not less than 35Kg. /

Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth

0.90 Metre for 150mm diameter sewer. No.

59 (2) B type depth 1.50 Metre for 150mm diameter sewer. No.

60 (I) Extra rate for constructing B.B. masonry for every additional depth of 0.1M.

or Part thereof over item No.62 (I) for depth from 0.9M to 1.5M. No.

61 Labour work For Refitting of Paving Block and Completing work with finishing

and proper base of paving block, levelling the Road.etc Sqmt.

62 Providing and casting in situ controlled cement concrete M-150 for Kerb/kerb

blocks including formwork curing and finishing, complete. Cumt

63 Providing and casting in situ controlled cement concrete M-200 for Kerb/ kerb

blocks including formwork curing and finishing, complete Cumt

I/We am/are willing to carry out the work @ ________% Above / Below in word ................

.......................................................... Percentage (should be writen in figures and words) of the Estimated rates mentioned

above amount of my / our Tender works out as under.

Contrator Sign with Stamp Engineer Chief Officer President