Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date24 Feb 2025
Closing Date17 Mar 2025
Tender Amount₹ 24,01,872 
Notes
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Costs

Summary

Maintenance Of Road From Nh08 (ayush Hotel) To Pukuria Mura Jb School (l_1 Point 20 Km) During The Year 2025_26_sh_patch Repairing,re-carpeting, Soling, Protection Work And Other Ancillary Works(l_1 Point 125 Km)_ch 0 Point 075km To Ch 1 Point 200 Km

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 Manual Means (I) Bitumen of VG-30

4055.63

344

1396149

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Seal Coat Providing and laying seal coat sealing the voids in a bituminious 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 Techinical Specification Clause 510 A. By Manual Means Case - IV : Type D (premix with fine sand) (I) Bitumen of VG-30

4055.63

78

317353

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Road side Pucca Drains: Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) C. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm. I. In Ordinary Soil

20

4357

87147

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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

7.13

458

3265

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

0.75

1345

1009

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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

0.75

10368

7776

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Brick masonry work in cement mortar in foundation completed excluding pointing & plastering as per drawing & MoRD technical specifications Clauses 600, 1202 & 1203. II) Brick masonry in 1:4 cement mortar

16.88

9753

164598

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Plastering with cement mortar (1:4) 12 mm thick on brickwork/ C.C. work including a finishing coat of neat cement punning with 2.75 kg of cement per sqm in substructure as per MoRD technical specification Clauses 613.4 & 1204.

22.5

230

5195

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Construction of Embankment with Material Obtained from Borrow Pits: Construction of embankment 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 10000 m as per MoRD Technical Specification Clause 301.5.

75

305

22943



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