Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date26 Dec 2024
Closing Date15 Jan 2025
Tender Amount₹ 1,23,11,665 
Notes
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Description

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. Using stone screening Type-B 11.2 mm for Gr.II

562

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam 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. Using stone screening Type-B 11.2 mm for Gr.III (Qnty as per Annexure-1)

562

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Prime coat Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. (Qnty as per Annexure-II)

7500

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Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (Qnty as per Annexure-II)

7500

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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 either using penetration grade bitumen or emulsion 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 A or Type B or Type C as per Technical Specification Clause 508. Case - I: By Manual Means (ii) Bitumen (S-65)

7500

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 (A) By Manual Means, Case - I : Type A (ii) Bitumen (S-65)

7500

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Road Furnitrure/Road Safety "Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)" (ii) 60cm equilateral traingle

10

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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) ii) Ordinary Kilometer stone (Precast)

2

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Cross Drainage Works "Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (B) Mechanical Means"

2000

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Excavation for Structures: Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out. Construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sided and bottom and back filling in trenches with excavated suitable material. Ordinary soil: i) Upto 3m depth

265.47

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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109.

11.22

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Bedding for pipe Type B (First Class) Bedding. Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii). Granular material

15.12

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Stone masonry in cement mortar for substructure complete as per drawing and Technical specification clause 1109. A.In 1:4 cement mortar

120

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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 600 mm dia.

60

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Plastering with cement morter (1:4), 15mm thick on brickwork in substructure as per Technical Specification.

181.02

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