Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date23 Feb 2025
Closing Soon4 Mar 2025
Tender AmountRefer Documents
Costs
EMD
₹ 9,89,756Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Infrastructure Development For District Hqr, Basar Leparada District
Description
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Contact
Tender Id
2025_PWDAP_2133_1Tender No
BD/ROAD/2024-25/13Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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Documents
BOQ Items
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Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
14700
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Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
14700
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (i) for grading- I Material
2205
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Dry 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.
1155
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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
2310
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Providing and Layng light duty non-pressure NP2 Class RCC pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 Cement : 2 fine sand) including testing joints etc complete. d) 300 mm dia RCC Pipes (NP2)
230
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Excavation for Structures (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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) B) Mechanical Means
1666.67
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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
816.64
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. C) RCC Grade M20 Case I Using concrete mixer
209.75
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Supplying, fitting and placing un-coated Mild steel reinforcement complete in foundation as per drawing and technical specification
8.74
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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) (i) M 20 grade concrete
20
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification drawing and Technical specification
13.2
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
24
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
128
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. (b) Random Rubble Masonry
616.78
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Cement mortar1:3 (1cement :3 sand)
69.82
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Construction of traffic island with decorative type and free standing sculpture/ statue of the realistic with all around including frame work/ concrete work for erection of sculpture/ statue with necessary items and design provided by the expert/ architechtural.
1
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