Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date19 May 2023
Closing Date30 May 2023
Tender AmountRefer Documents 
Notes
Download

Costs

Summary

10. Maintenance Of Road From Uk Main Road( Near Kakraban Boc) To Khushamura (s) Para (algamura) (l0.71 Km), Diversion Road At Charakmela (l0.26km) And Connection Between Melaghar Tilla To Embankment (l0.070km) Under Kakraban Pwd(randb)sub-division

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Granular Sub-base with Well Graded Material (Table 400.1 ) using Jhama Brick Aggregate (A) By Mix in Place Method Construction of granular sub-base by providing well graded material (53 mm to 0.075 mm Jhama Brick Aggregate , Grading-I), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401. (i) For Grading - I Material

22.4

103214

4607.79

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WBM Grading - 3 Providing, laying, spreading and compacting 53 mm to 0.075 mm jhama brick aggregates to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Technical Specification Clause 405. By Manual means.

107.33

780618

7273.41

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20 mm thick Open-Graded Premix Carpet using Bituminous (viscosity grade/ modified bitumen) Binder: 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 or Type D as per MoRD Technical Specification Clause 508.By manual means Bitumen of VG-30

3343.5

1028527

307.62

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Tack coat using hot straight run bitumen of grade VG-30 on W.B.M: Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M.@ 0.75 kg/ sqm.

3343.5

171020

51.15

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Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface: Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/ Sqm.

375

13987

37.3

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Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510. Case - IV : Type D (premix with fine sand):Bitumen (60/70 Grade) VG-30

3718.5

195146

52.48

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Maintenance of Earthen shoulder (filling with fresh selected soil): Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903.

1800

65520

36.4

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Maintenance of Earthen shoulder (Stripping of excess soil): Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.

1800

26460

14.7

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Surface Drains : Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307. i) Surface Drains in Ordinary Soil a) Manual means

600

51240

85.4

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Excavation for Structures (i)With dewatering. Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, dewatering, construction of shoring, shuttering & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. Ordinary Soil (i) Upto 3 m depth

252

93114

369.5

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Filling in foundation trenches as per drawing & MoRD 1200 technical specification Clause 305.3.9, 1200.Sand filling

25.2

25598

1015.82

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Providing concrete for plain/reinforced concrete inopen foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). a)P.C.C. grade M10 (i) Nominal mix 1:3:6

175.7

1756490

9997.1

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Providing weepwholes in brick masonary/Stone masonary plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe or PVC pipe ( 110mm OD of 6.0 kg/sqcm pressure ) extendind through the full width of the structures with slope of 1(V), 20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.37

315

109746

348.4

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Providing concrete for plain concrete (using jhama brick 900 & aggregate) in open foundations complete including 1200 formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement) b)P.C.C grade M 20 (using jhama brick aggregate) (i) Nominal mix (1:2:4)

8.1

72394

8937.57

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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202.

0.36

25010

68616.33



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