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Tender Value
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EMD Value
₹1 L
Closing Date
26 Feb 2026, 6:00 pmClosed
Similar tender results from the same govt authority in the past 3 years.
Chief Officer, Bardoli Nagarpalika
Annual Rate of Construction Cement Concrete Road with Tri-Mix Repairing & New Work of Bardoli Nagarpalika Bardoli Under Self Fund/ Grant Year 2026-27
277356
Work No.6/ANNUAL RATE CONTRACT
Open
Civil Works - Roads
Surat
1 document required · 1 mandatory
₹2,400
Chief officer bardoli
₹1 L
16 Feb 2026
16 Feb 2026
16 Feb 2026
26 Feb 2026
16 Feb 2026
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
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01 Tender.pdf
02 Form B-1.pdf
03 Schedule B.pdf
04 Term and Condition.pdf
05 ROAD WORKS SPECIFICATIONS.pdf
06 GR.pdf
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