Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date26 Apr 2025
Closing Date21 May 2025
Tender Amount₹ 23,91,084 
Notes
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Costs

Summary

Mtc. Of Pwd Roads I.e (i) Ashit Sarani N Construction Of R.c.c Drain (l 0.350 Km) (ii) Devi Prasad Sarani (l 0.750 Km) N (iii) Bhairav Baba Lane (l 0.30 Km) Under Pwd (rnb) Dharmanagar Sub-division During The Year 2024-25

Description

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BOQ Items

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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 Viscosity 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. Case - I : By Mechanical Means. (I) Bitumen of VG-30.

3450

336

1161960

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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. (A)By Manual Means . Case - IV : Type D (premix with fine sand). (I) Bitumen of VG-30.

3450

77

265995

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(2) 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.

299.75

19

5725

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Maintenance of bituminous surface road. (I) Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with 75 mm B.M, after applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per MoRD technical specification Clauses 1900, 502, 503 and 504.

13.61

17862

243165

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Excavation for Structures. A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & 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. I Ordinary Soil. (i) Upto 3 m depth .

15.75

458

7217

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

3.5

1168

4088

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Providing concrete for plain/reinforced concrete in open 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). I P.C.C grade M 10. (i) Nominal mix 1:3:6.

3.5

9983

34943

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IV R.C.C grade M 20.

19.69

11091

218367

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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.

1.33

91240

121254

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Surface Drains. Construction of unlined surface drains of average cross- sectional area 0.40 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.

145

114

16617

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Construction of toe walls for protection of slopes as per Drawing and MoRD technical specifications Clause 1302.5 (including centering, shuttering staging etc. but excluding reinforcement). Cement concrete grade M 10 (using jhama brick aggregate) in case of concrete block pitching. ii. Nominal mix 1:3:6 (Hand mixing).

3.04

9512

28898



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