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Tender For Pqc Work In Part Of Approach Road Tara Mandir, Retaining Wall Work Of Bridge And Paver Block Work In Basukinath Shrawani Mela 2023 Under Non Plan For The Year 2023-24., dumka-Jharkhand

Road Construction Department has published Tender For Pqc Work In Part Of Approach Road Tara Mandir, Retaining Wall Work Of Bridge And Paver Block Work In Basukinath Shrawani Mela 2023 Under Non Plan For The Year 2023-24.. Submission Date for this Tender is 21-06-2023. Road Work Tenders in dumka Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

38165462
Tender For Pqc Work In Part Of Approach Road Tara Mandir, Retaining Wall Work Of Bridge And Paver Block Work In Basukinath Shrawani Mela 2023 Under Non Plan For The Year 2023-24.
Open Tender
Indian
Jharkhand
dumka
21-06-2023

Tender Details

Pqc Work In Part Of Approach Road Tara Mandir, Retaining Wall Work Of Bridge And Paver Block Work In Basukinath Shrawani Mela 2023 Under Non Plan For The Year 2023-24.

Key Value

Document Fees
INR 10000 /-
EMD
INR 250000.0 /-
Tender Value
INR 1.24 Crore /-

BOQ Items

Name of Work: PQC Work in Part of Approach Road Tara Mandir, Retaining Wall Work of Bridge & Paver Block Work in Basukinath Shrawani Mela 2023 under Non Plan for the year 2023-24.
Sl. No. Item Description
1Excavation in Soil using Hydraulic Excavator and Tippers with Disposal upto 1000 metres. Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimmingbottom andside slopes, in accordance withrequirements of lines, grades and crosssections, and tranporting to the embankment location within all lifts and lead upto 1000 m RCD-SoR- 3.06
2Construction of Subgrade and Earthen Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. RCD SOR - 3.18
3Granular Sub-Base with Graded Material (Table:- 400-1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. RCD-SoR-4.01 B(v)
4Cast-in-Situ Cement Concrete M20 Kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) PCC M20 for Kerb Base RCD-SoR-8.01(ii)
5Providing, laying and spreading sand filling underCement Concrete interlocking paver block all complete as per direction of Engineer - in - charge. JH SOR - M-002
6Providing and laying 80 mm thick factory made Cement Concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compaction of approved size , design and shape , laid in required colour and pattern over bed as per relevant IRC Code , filling the joints with fine sand etc all complete as per direction of Engineer - in - charge. JH SOR - 4.23 B
7Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. RCD SoR- 6.01
8Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing RCD Sor -6.02
9Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) RCD SoR 8.13
10Excavation for strucutres Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. RCD SOR - 12.01 B (i)
11Plain/ReinfocedCement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15 PCC Grade M15 using batching plant & Concrete pump RCD SOR 12.08 A Case I
12Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble masonry (coursed/uncoursed) RCD SOR - 12.07 B
13Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Random Rubble Masonry (Coursed/uncoursed) RCD SOR 13.04 A
14Plain/Reinforced cement concretein sub-strucutre complete as per drawing and Technical specifications Height upto 5m PCC Grade M15 using batching plant & concrete pump RCD SOR - 13.05 B (p)
15Providing and laying of filter media with granular materials/stones crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full heightcompacted to a firm condition complete as per drwaing and technical specification. RCD SOR - 13.10
16GST
17Labour Cess
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