Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Mar 2024
Closing Date22 Mar 2024
Tender Amount₹ 2,95,46,358
Costs
EMD
₹ 5,92,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
C/o Approach Road To Bilubaw Tourism Site From Bro Road Under Rupa Sub-division
Description
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Contact
Tender Id
2024_PWDAP_1840_1Bid Award Id
ViewTender No
KTD/Tender-64/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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BOQ Items
Surface Drains in Soil
Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters)
2500
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-
SH: CC Pavement - 1244.00 Mtr length with 5.50 Mtr width
-
-
-
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.
7524.39
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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.
7524.39
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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.
752.44
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-
Cement Concrete Pavement
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
1128.66
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-
SH: RCC Slab Culvert 1.50m span - (1 No. New construction & 2 Nos Extension)
-
-
-
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 (without de-watering)
-
-
-
i) Ordinary Soil
75.43
-
-
ii) Ordinary Rock (not requiring blasting)
141.53
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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.)
27.42
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-
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
a) Square Rubble Coursed Rubble Masonry (first sort)
76.42
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.
RCC Grade M20
Using Concrete Mixer
5.25
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-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.4
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-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.
a) RCC Grade M25
Using Concrete Mixer
4.63
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
18.03
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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
19
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-
SH: Breast wall 3.00 Mtr height - 60.00 Mtr
-
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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
Depth up to 3 Mtr
-
-
-
i) Ordinary Soil
65.63
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-
ii) Ordinary Rock (not requiring blasting)
65.63
-
-
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.)
15.75
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-
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
Square Rubble Coursed Rubble Masonry (first sort)
217.85
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
67.5
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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
60
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-
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