Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date4 Feb 2025
Closing Soon11 Feb 2025
Tender Amount₹ 42,65,000 
Notes
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Costs

Description

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Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III)

196

2750

539000

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Providing and applying primer coat with Slow Setting bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.700 kg/sqm using mechanical means as per Technical Specification Clause 502 (Including cost of Emulsion)

2625

40

105000

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Providing and applying tack coat with Bitumen VG-10 using emulsion distributor at the rate of 0.35 Kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.(Including cost of Bitumen)

2625

17

44625

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (Dalla aggregate) using VG-10 grade bitumen @ 1.46 Kg / sqm to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type c as per Technical Specification Clause 508.(Including cost of Bitumen)

2625

176

462000

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Providing and laying seal coat Type C sealing the voids in a bituminous surface with crushed stone chipping of 6.7 mm size defined as 100 % passing through 9.5 mm sieve & 100 % retained on 2.36 mm sieve applied @ 0.09 cum / 10 sqm & Bitumen VG-10 @ 6.50 kg / 10 sqm on bituminous surface laid to the specified levels, grade and cross fall as per Technical Specification Clause 510 (Including cost of Bitumen)

2625

58

152250

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Earthwork on Patari ordinary soil excavation to be the form of regular pit not exceeding 1/2 meter in depth and e/w in embankment to be in 20cm layers,i/c ramming/rolling and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the E/I.

650

80

52000

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Excavation in foundation in soil mixed with moorum/kanker/B.C soil etc. requiring the use of special T&P such as pickaxe, subbals etc. including lift up to 1.50 M and lead up to 30 M complete as per direction of E/I. and as per S.I. No. 252

80

110

8800

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 ( PCC grade- M 10 ) (Nominal Mix 1:3:6)

15

5580

83700

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C.R. with cement and coarse sand mortar in the proportion of 1:4 respectively in foundation & plinth including cost of all material, labour, T&P etc. required for proper completion of the work.

90

4750

427500

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Supplying, laying, jointing and fixing of 600 mm dia NP3 class hume pipe with collar including its cost and carriage upto site etc complete as per direction of E/I.

15

1940

29100

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C.C with cement, coarse sand and 20 mm gauge stone ballast in the proportion of 1:2:4 respectively including cost of material, labour, T&P etc. required for proper completion of the work

1

6400

6400

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Raised cement pointing with cement and fine sand mortar in the proportion of 1:3 respectively over stone masonary including all material, labour, T&P etc. required for proper completion of work.

90

80

7200

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15 MM thick plaster with cement and fine sand mortar in the proportion of 1:4 respectively including all material, labour, T&P etc. complete as per direction of E/I.

5

195

975



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