Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date13 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 98,00,000 
Notes
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Costs

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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 (MORD 11.5(II) Brick masonry in 1:4 cement mortar

730

7600

5548000

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Providing concrete for plain/reinforced concrete R.C.C. grade M 25 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (MORD 11.4 (V) R.C.C. grade M 25

81

9160

741960

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Providing (M 20 Grade) concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (MORD 11.4) (iii) P.C.C. grade M 20 (i) Nominal mix (1:2:4)

38

8080

307040

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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (MORD 11.7).

80

9240

739200

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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 (MORD 12.2).

312

94

29328

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Weep holes complete as per drawing and Technical specification (SOR Ch.1 Sl.No.35(35)

130

160

20800

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Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

268

560

150080

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Supply and Laying of 1000 mm dia NP3 Hume Pipe.

25

4850

121250

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Construction of embankment with machnicaly compacted earth with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MORD Technical Specification Clause 301.5 (MORD 3.4)

655

85

55675

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (MORD 4.1) (A)

33

3390

111870

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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. (MORD 4.7) (2) (A)

18.5

4130

76405

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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. (MORD 4.7) (3) (A)

18.5

4090

75665

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Edging with M-150 Class Bricks, Laid dry lengthwise, including excavation, refilling consolidation, with a hnad packing and spreading nearly surplus earth within a lead of 50 meter (MORTH 11.15 New)

0.05

81000

4050

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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 kg/sqm using mechanical means as per Technical Specification Clause 502 (MORD 5.1 (i)

250

35

8750

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Providing and applying tack coat with Bitumen (VG-10) using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (MORD 5.2 (iii)

250

15

3750

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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 (VG-10) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and finishing with paver finisher and compaction with three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by Seal Coat 'Type-C' as per MORD Technical Specification Clause 508 (MORD 5.9 Case I By Manual Means

250

176

44000

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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-C' as per MORD Technical Specification Clause 510 (MORD 5.12 Case III (B) By Manual Means Case - III : Type C

250

62

15500

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (MORD 3.14)

48.8

75

3660

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (MORD 14.6)

96

3650

350400

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (MORD 14.5)

186

3250

604500



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