Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date27 Feb 2025
Closing Soon6 Mar 2025
Tender Amount₹ 29,33,000 
Notes
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Costs

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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means. MORD 4.7(3) (A)

168.75

2554

430987.5

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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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. MORD 5.1(i)

2250

47

105750

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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg. per sqm on the prepared granular surface treated with primer cleaned with hydrulic broom as per Techinical Specification No.503 MORD 5.2(iii)

2250

16

37125

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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 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. By Manual Means (Including Cost of Bitumen) MORD 5.9 Case-I(i)

2250

170

382500

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Providing and laying seal coat with Bitumen (VG-10) sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C, as per Technical Specification Clause 510. By Manual Means (Including Cost of Bitumen) MORD 5.2 Case-III(i)

2250

63

141750

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Earthwork in excavation in ordinary soil for structures as Per drawing and techanical specification clause 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterous material and disposal up to a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. MORD 11.1-I(i)

27

300

8100

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Providing concrete for plain/reinforced concrete in open foudation complete as per drawing and techanical specification clauses 802,803,1202 and 1203. PCC grade (M-10) Nominal Mix 1:3:6 MORD 11.4-I(i)

3.5

5550

19425

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Stone masonary work in cement mortor(1:4) in foundation complete asper drawing and techanical specification clauses 702,704,1202 and 1203 Course rubble masonry (2nd sort). MORD 11.6(9)

23.5

4590

107865

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S/O 600mm Dia. NP-3 hume pipe inc. its cost T&P etc. complete.

15

3200

48000

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Laying and jointintg 600mm Dia. NP-3 pipe its position asper drawing inc. all material labour T&P etc complete.

6

400

2400

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

35

70

2450

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Plastering with cement mortar (1:3), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

6.6

213

1405.8

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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

700

121

84700

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The routine maintenance of above road work including embankment, patri, pavement, hume pipe culvert to the required standards and in the manner as defined in C.B. Condition and keep the entire road surpace and structure in Defeft free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) For 1st Year Maintenance cost (0%)

0.6

-

-

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The routine maintenance of above road work including embankment, patri, pavement, hume pipe culvert to the required standards and in the manner as defined in C.B. Condition and keep the entire road surpace and structure in Defeft free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) For 2nd Year Maintenance cost (1%)

0.6

34000

20400

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The routine maintenance of above road work including embankment, patri, pavement, hume pipe culvert & Protection work etc to the required standards and in the manner as defined in C.B. Condition and keep the entire road surpace and structure in Defeft free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) For 2nd Year Maintenance cost (1.5%)

0.6

68000

40800

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The routine maintenance of above road work including embankment, patri, pavement, hume pipe culvert to the required standards and in the manner as defined in C.B. Condition and keep the entire road surpace and structure in Defeft free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) For 2nd Year Maintenance cost (2%)

0.6

102000

61200

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The routine maintenance of above road work including embankment, patri, pavement, hume pipe culvert to the required standards and in the manner as defined in C.B. Condition and keep the entire road surpace and structure in Defeft free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years. (including cost of material T&P labour but excluding GST) For 2nd Year Maintenance cost (3%)

0.6

136000

81600



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