Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Mar 2025
Closing Soon17 Mar 2025
Tender AmountRefer Documents
Costs
EMD
₹ 4,94,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Lmprovement Of Balemu Township Road (1.180 Km.), West Kameng District.
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_2230_1Tender No
KTD/Tender-06/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
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SH :-GSB, Grading I - 0.610 Km)
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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.)
7686
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Granular Sub-Base with Close Graded Material (Table:- 400-1)
By Mix in Place Method
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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
By Mechanical Means
Grading-I Material
768.6
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SH :-CC Pavement (Extension in both side - 280.00 Mtr & 5.50 Mtr width of - 210.00 Mtr.)
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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.)
490
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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.
101.06
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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
329
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SH :-Interlocking paver block - 0.610 Km.
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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc, all complete as per the direction of Engineer-in-charge.
3355
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
PCC Grade M15
16.78
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SH :- Earthen Shoulder
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Construction of Subgrade and Earthen Shoulders (Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
239.68
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SH :-RCC Slab culvert 1.50 Mtr span - 4 Nos. & 2.00 Mtr Span - 1 No.
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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.)
A. Manual Means
(i) upto 3 m depth
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i) Ordinary Soil
39.93
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ii) Ordinary Rock (not requiring blasting)
39.93
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
PCC Grade M15
7.57
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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)
62.87
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.
RCC Grade M20
Using Concrete Mixer
2.82
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.31
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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
2.78
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH 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 height compacted to a firm condition complete as per drawing and Technical Specification.
14.2
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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
8
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SH :-Retaining wall 3.00 Mtr height - 130.00 Mtr & Breast wall 3.00 Mtr height - 50.00 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.)
A. Manual Means
(i) upto 3 m depth
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i) Ordinary Soil
196.92
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ii) Ordinary Rock (not requiring blasting)
196.92
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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.)
78.28
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications
PCC Grade M15
658.52
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
6.79
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
202.5
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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
216
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SH :-Gabian Structure 4.00 Mtr height - 60.00 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.)
A. Manual Means
(i) upto 3 m depth
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i) Ordinary Soil
45
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ii) Ordinary Rock (not requiring blasting)
45
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Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel
wire.)
432
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