Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Eprocure
Opening Date25 Jan 2019
Closing Date2 Feb 2019
Tender Amount₹ 3,79,96,000 
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(A) By mix in Place Method Construction of granular sub-base by providing weii graded materials, spreading in uniform layers with by tractor withgrading attachment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to acheive the desired density, complete as per Technical specification at 401

3090.94

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Water Bound Macadam 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 as per technical clause (With an initial lead of 5.0 km) (iii)Grading -II(A) By manual means

1545.47

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Water Bound Macadam 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 as per technical clause (With an initial lead of 5.0 km) (iii)Grading -III(A) By manual means

1545.47

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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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

20606.25

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Tack coat Providing and applying primer coat with bitumen emulsion(CSR-1) using bitumen emulsion distributor at the rate 0.25-0.30 kg/sqmon the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503

20606.25

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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. B(ii)with 60/70 or VG -30 grade bitumen for GradingII(10 mm nominal size)

515.16

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Providing and fixing of retro-reflectorised cautionary , mandatory and informatory signs as per IRC 67 made of encapsulated lens type reflective sheeting vide Clause 801.3, fixed over aluminium sheeting 2 mm thick fixed on an iron of 25 x 25 x 4 mmsupported on a mild steel angle iron post 75mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and design ( All the steel work must be Tata/Sail/or any other approved brand) 80 cm x 60 cm rectangular

16

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavated earth to the extent required and utilising theremaining earth locally for road work.) i. In Ordinary Soil Manual Means (Depth upto 3 m)

746.06

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Filling in foundation trences as per drawing and technical specification clause 305.3.9 Sand filling

9.9

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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 B. With Natural Gravel P.C.C. M10 Nominal mix 1:2:4

40.15

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Bedding of pipe laying(First class) bedding on well compacted sand, morum or approved granular material as per clause 1105(ii) type Bgranular material

54.21

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Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar

310.46

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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

480.82

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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.

90

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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

76.9

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302. Stone/Boulder

29.93

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

14.95

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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 B. With Natural Gravel P.C.C. M20 Nominal mix 1:2:4

5.64

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Plain/ reinforced cement concrete in Sub-structure as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1207 and 1204 B. With Natural Gravel R.C.C. M25 Nominal mix 1:2:4 Height up to 5 m

38.1

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Supplying, fitting and placing TMT(Fe-500D) reinforcement in( Other ISI approved TMT reinforcement bar(SAI/BISCON/THERMAX or equivalent) in sub-structrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

3.18

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

28

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Backfilling behind abutment, wing wall and return wall complete as per drawing and technical specification. Granular materials

44.4

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Providing and laying cwertin walls complete as per drawing and technical specification clauses 1304 Cement concrete grade M10

15.6

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Drainage spouts complete as per drawing and technical specification clauses 1209

4

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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing less than 25 kg beyond curtain wall

48.56

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