Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date14 Aug 2023
Closing Date4 Sep 2023
Tender Amount₹ 14,36,664 
Notes
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Costs

Summary

Urgent Mtc. Of Road From Ubc Nagar - Kalandepa Road To Nath Para Awc (l-0.50 Km) Under Bc Nagar Rd Block During The Year 2023-24

Description

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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.

1102.5

40241

36.5

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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 Bitumen of VG-30

1575

461884

293.26

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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 i) Case - IV : Type D (premix with fine sand) a) Bitumen of VG-30

1575

80939

51.39

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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. a) Surface Drains in Ordinary Soil i) Manual Means

250

21350

85.4

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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) A. Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm) i) In Ordinary Soil

90

270055

3000.62

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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 (a) Upto 3 m depth

21.6

7380

341.7

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

1.8

1828

1015.82

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Providing concrete for plain concrete (using jhama brick aggregate) 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 (using jhama brick aggregate) a) Nominal mix 1:3:6

1.8

14775

8208.34

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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. i) Brick masonry in 1:4 cement mortar

13.13

114547

8727.4

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Brick masonry work in cement mortar in substructure complete excepting pointing & plastering as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 & 1204. i) In 1:4 cement mortar

12.94

118412

9152.3

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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.

50

9012

180.25

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Providing weep holes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending 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, 1204.3.7.

25

8720

348.8



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