Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date12 Apr 2025
Closing Soon26 Apr 2025
Tender AmountRefer Documents
Costs
EMD
₹ 29,40,000Document Cost
₹ 10,000Tender Fee
Refer Documents
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_2510_1Tender No
KTD/Tender-01/2025-26Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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Documents
BOQ Items
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Embankment - 0.410 Km.
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Construction of Embankment with Material obtained from Borrowpits)
Construction of embankment 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.
1043.4
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Pavement
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Scarifying existing Bituminous surface - 5.289 Km.
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Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
19818.75
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Granular Sub-Base (100 mm) - 5.289 Km.
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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
2457.76
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DLC (100 mm) - 5.289 Km.
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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.
2299.09
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CC Pavement (200 mm) - 5.289 Km.
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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
4598.18
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Inetrlocking paver block - 7717.00 Sqm
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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.
7717
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
PCC Grade M15
265.01
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Earthen Shoulder - 5.289 Km.
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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)
476.01
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RCC Slab culvert 1.50 Mtr span - 2 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 (without de-watering)
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i) Ordinary Soil
189.79
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ii) Ordinary Rock (not requiring blasting)
189.79
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
PCC Grade M15
18.62
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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)
150.51
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.
RCC Grade M20
Using Concrete Mixer
6.75
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.43
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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
5.56
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
62.25
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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
20
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Retaining wall 3.00 mtr height - 160.00 Mtr & Breast wall 3.00 mtr height - 190.00 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
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i) Ordinary Soil
612.5
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ii) Ordinary Rock (not requiring blasting)
153.13
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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.)
129.9
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications
PCC Grade M15
1276.8
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
12.96
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
393.75
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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
420
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RCC Drain - 4608.00 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
580.61
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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.)
345.6
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications
RCC Grade M20 Height up to 5m Using Concrete Mixer
414.72
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
32.33
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
2304
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