Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Mar 2025
Closing Date19 Mar 2025
Tender AmountRefer Documents
Costs
EMD
₹ 6,54,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Improvement Of Mengio Eac Hq Township Roads (cmcsrdp-il)
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PWDAP_2208_1Tender No
SLD/MSD/CMCSRDP-II/2024-25/07Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
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Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.
1759.93
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SH : C. C. Pavement Work Carriage way 5.50 mtr (2.748 Km.)
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Surface Dressing (Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller) Case -1:-19 mm nominal chipping size.
5049.45
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Granular Sub-base with Close Graded Material (Table:- 400-1) . Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) for grading- I Material.
504.95
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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.)
378.71
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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 ).
3931.36
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SH : R.C.C. Retaining wall 4.00 mtr ht.) (L-100.00 Mtr.)
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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 and backfilling with approved material).
I. Ordinary soil
A. Manual Means
(i) upto 3 m depth
488.92
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Dry rubble Flooring…..
40.62
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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).
40.62
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.
a) R.C.C. Grade M20.
i) Case I, Using concrete mixer .
294
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
17.72
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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.
206
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification .
a) Granular material
231
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SH : C. C. Drain 0.50 mtr. Wide (L-500.00 Mtr.)
-
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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 and backfilling with approved material.)
I. Ordinary soil
A. Manual Means
(i) upto 3 m depth
500
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Providing and laying boulders Solling for bed for protection against scour with stone boulders weighing not less than 05kg each complete as per drawing and Technical specification.
75
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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.)
50
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
a) PCC Grade M16
142.5
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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
200
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12mm Cement Plaster in CM..1:4..
950
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Cement Neat Punning…..
950
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SH : R. C. C. Drain cover slab (L-150.00 Mtr.)
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications
a) R.C.C. Grade M20 i) Case I-Using concrete mixer
15.75
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
1.85
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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
280
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SH : R.C.C. Box Culvert 1.50x1.50 mtr. (3 Nos.)
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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.
i) Manual Means
a) Depth upto 3 m
295.77
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Providing and laying boulders Solling for bed for protection against scour with stone boulders weighing not less than 05kg each complete as per drawing and Technical specification.
24.45
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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.
24.09
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
A) RCC Grade M20
110.22
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
a) RCC Grade M20 , Using Concrete Mixer, Height upto 5m
10.68
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Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
13.2
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Providing and laying of boulder apron for bed protection in U/S and D/S protection work complete as per drawing and Technical specifications clause 1300.
10.62
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Providing & fixing in position HYSD (TMT) reinforcement bars in foundations complete as per drawings and Technical Specifications Section 1000.
11.7
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Providing & fixing in position HYSD (TMT) reinforcement bars in superstrucutre complete as per drawings and Technical Specifications Section 1000.
1.65
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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
72
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
41.07
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-
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