Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Mar 2025
Closing Soon10 Mar 2025
Tender Amount₹ 4,90,13,000
Costs
EMD
₹ 4,90,130Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDAP_2175_1Tender No
SGMD/e-NIT/W-44/SGD/2024-25/02Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachalpwd.org
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BOQ Items
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SH 2: (CC PAVEMENT)= 1.300 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.)
7150
10
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Centring and shuttering including strutting proping etc. and removal of form work for:a) Foundations and plinth.
780
10
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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 )
1170
10
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Dry Lean Cement Concrete Sub- base (Constructiondry 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.)
715
10
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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, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, 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. )
1430
10
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SH 3: (RCC DRAIN)= 1.300 Km
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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 othermdeleterious matter, dressing of sides and bottom and backfilling with approved material.)
i. Ordinary soil
A. Manual Means
i. upto 3 m depth
2112.5
100
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Providing and laying cement concrete 1:3:6 (1 cement :3 coarse sand:6 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering
182
100
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Centring and shuttering including strutting proping etc. and removal of form work for:
b) Walls including attached buttresses, pilasters etc.
5200
10
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c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
1040
10
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
B.PCC Grade M20
p.Height upto 5m
585
10
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
A.RCC Grade M20
Case I:Using Concrete Mixer
i. For solid slab super-structure, 20-30% of (a+b+c)
p.Height upto 5m
253.5
10
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
64.08
10
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12 mm Cement plaster in CM 1:4 (1 Cement : 4 Sand)
3900
10
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Neat Punning
3900
10
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SH 4: (CROSS DRAINAGE) RCC Slab Culvert 1.00 m Span - 1.50m height )= 4.00 Nos
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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
522.2
10
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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.)
91.24
10
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
(B)Coursed rubble masonry (first sort )
248.08
10
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
PCC Grade M20
Height upto 5m
2.84
10
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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
For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
10.78
10
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
3.28
100
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
74.88
100
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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
304
10
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SH 5: (PROTECTION WORKS) R/Wall 4.00 Height & 177.00 Mtr Length
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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
450.82
10
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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.)
40.01
10
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
(A)Random Rubble Masonary
375.41
10
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Dry rubble Flooring
302.26
10
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A)Granular Material
102.37
10
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