Annual Rate of Construction Cement Concrete Road with Tri-Mix Repairing & New Work of Bardoli Nagarpalika Bardoli Under Self Fund/ Grant Year 2026-27

NAME OF WORK :- CONSTRUCTION CEMENT CONCRETE ROAD AND R.C.C. ROAD WITH TRI-MIX REPAIRING

LOCATION:- VARIOUS AREA OF BARDOLI TOWN

PERCENTAGE RATE TENDER

I. No. Description Qty. Unit Rate

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

Unreinforced cement concrete

2 Demolition including stacking of serviceable materilas and disposal of unserviceable

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

3 Dismentaling tiled of stone floors laid in mortar including stacking of serviceable

materilas and disposal of unserviceable materials with all lead and lift. 1.00 Sqmt.

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

work including ramming the excavated stuff and despositing on the road side slope 1.00 Cumt.

as directed All lead and all lift

5 Providing and laying rubble stone soling 230mm thick including hand packing and

compacting etc. complete. Up to all lead 1.00 Cumt.

6 Supplying of graded stone aggregate of following size (for W.B.M. Road) (i)

Machine Cut Metal 40mm size including filling the measure box of standard size etc. 1.00 Cumt.

complete. All lead and all lift

7 Supplying and stone dust all lead and all lift 1.00 Cumt.

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

to required camber and gradient (excluding spreading of Blindage) (ii) 40mm to 1.00 Cumt.

63mm size aggreagates

9 spreading blindage or road crushed filing the gapes in metal leveling to gradient and

camber as directed (i) stone dust

10 Construction of granular sub-base 150mm thick by providing coarse graded

machine crushed B.T. material satisfying MOST specification of grading I (B.T.

stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to 4.75 mm - 45 % and 2.36 mm

below - 20 % )including spreading in uniform layer with motor grader on prepared

surface, mixing by mix in place method with rotavator at OMC and compacting with

vibratory roller to achieve the desired density etc. complete.

11 Providing and laying wet mix macadam base course 150 mm thick using machine

crushed B.T. chips as per required gradation mixing with required optimum quantity

of water, conveying the mix to site of work, spreading in to grade and camber with

mechanical paver and consolidation each layer with vibratory roller including cost of 1.00 Cumt.

material labour plant and equipment etc. complete.

12 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 process.(A) With

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

cut stone aggregate 40mm nominal size) and curring complete inluding cost of 1.00 Cumt.

formwork in (a) Foundation and plinth

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

graded stone aggregates 20 mm nominal size) and curing complete excluding cost 1.00 Cumt.

of formwork in (A) Foundation and Plinth

15 Construction of un-reinforced, expansion and construction joint only, plain cement

concrete Pavement, thickness as per design, over a prepared sub base, with

grade cement or any other type as per Clause 1501.2.2 M-25 (Grade), coarse and

fine aggregates conforming to 15:383, maximum size of coarse aggregate not

exceeding 25 mm. mixed in a concrete mixer of not less than 0.2 cum capacity and

appropriate weigh batcher using approved mix design, laid in approved fixed side

formwork (steel channel, laying and fixing of 125 micron thick polythene film,

wedges, steel plates including levelling the formwork as per drawing), spreading the

concrete with shovels, rakes, compacted using needle, screed and plate vibrators

and finished in continuous operation including provision of contraction and

expansion, construction joints, applying debonding strips, primer, sealant, using

curing compound (where specified) and water finishing to lines and grade as per

drawing and Technical Specification

16 Construction of un-reinforced, expansion and construction joint only, plain cement

concrete Pavement, thickness as per design, over a prepared sub base, with

grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and

fine aggregates conforming to 15:383, maximum size of coarse aggregate not

exceeding 25 mm. mixed in a concrete mixer of not less than 0.2 cum capacity and

appropriate weigh batcher using approved mix design, laid in approved fixed side

formwork (steel channel, laying and fixing of 125 micron thick polythene film,

wedges, steel plates including levelling the formwork as per drawing), spreading the

concrete with shovels, rakes, compacted using needle, screed and plate vibrators

and finished in continuous operation including provision of contraction and

expansion, construction joints, applying debonding strips, primer, sealant, using

curing compound (where specified) and water finishing to lines and grade as per

drawing and Technical Specification

17 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending,

binding and placing in position complete upto floor two level (Only Tata, Jindal,

Essar, Kamdhenu, Virat, Nilkanth, Sanghi, Barsana Brand) ISI Major Brand

18 Tracing of old Manhole all Types 1.00 Nos.

19 Tracing of House Chamber 1.00 Nos.

20 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at site

of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as per

type design & Drawing including cost of reinforcement M.S. Angles or Flat, curing

20.1 A) Heavy Duty

20.1.1 1) Frame suitable for 50cm opening of MH 1.00 No.

20.1.2 2) Cover suitable for 50cm opening of MH 1.00 No.

20.2 House Connection Chamber light duty

20.2.1 Frame 1.00 No.

20.2.2 Cover 1.00 No.

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

foundations etc. in layers not exceeding 20 cm. in depth consolidating each 1.00 Cumt.

disposited layer by ramming and watering.

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

thickness including watering, ramming and consolidating etc. complete. 1.00 Cumt.

I/We am/are willing to carry out the work @ ________% Above / Below_____________Percentage (should be writen in

figures and words) of the Estimated rates mentioned above amount of my / our Tender works out as under.

Municipal Engineer

Stamp with Signature of Contractor Bardoli Nagarpalika

Chief Officer President

Bardoli Nagarpalika Bardoli Nagarpalika

Bardoli Bardoli