Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date29 Oct 2024
Closing Date4 Nov 2024
Tender Amount₹ 1,45,62,557 
Notes
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Costs

Summary

Fdr Of Road From Satyaguru To Purna Ch. Daspara (l-12.318 Km) Under Kalyanpur Sub-division, Pwd(randb)./ Sh- Patch Metalling, Re-carpetting, Block Pitching Etc During The Year 2024-25.(gr-i)

Description

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5.8 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

13820.63

352

4867210

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5.1 Prime Coat Low Porosity 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 MoRD Technical Specification Clause 502

5624.57

73

415318

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5.2 Tack Coat iii)Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm. on prepared granular surface treated with primer and cleaned with hydrolic broom as per MoRD Technical Specification Clause 503

13820.63

23

323955

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5.11 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

13820.63

78

1085057

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11.1 Excavation for Structures Without dewatering. B) 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

162

458

74228

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

27

1379

37249

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11.9 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 centring, shuttering, staging etc. but excluding reinforcement ) I)P.C.C grade M 10 ( using jhama brick aggregate ) (i)Nominal mix 1:3:6

18

9492

170860

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12.1 Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204 12 II)In 1:4 cement mortar

49.53

10176

504022

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12.16 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

525

231

121538

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14.16 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 I)concrete block pitching (i)Nominal mix 1:3:6

332.3

9827

3265803

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M-1.13 Maintenance of bituminous surface road using jhama brick aggregate . vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with B.M (using jhama brick aggregate and bitumen of VG-30) after applying prime caot at the bottom and tack coat on sides and on bottom (using Bitumen emulsion) and compacting, trimming and finishing the surface to form a smooth continuous surface, all as per MoRD Technical Specification Clauses 1900,502,503 and 504.

6.32

11860

74900

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M-1.14 Seal coat on old bituminous road surface Sand seal coat on old bituminous road surface by applying Viscosity Graded (VG-30) bitumen @ 1.00 kg per sqm using rubber brush after proper cleaning of the road surface and spreading of river sand @0.06 cum/10 sqm complete as per specification and direction of the Engg.-in-Charge.

2019.38

100

201958



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