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
₹ 66,48,110Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDAP_2238_1Tender No
ND/e-NIT/2024-25/04Tender 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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Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
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By Manual Means:-
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In area of Area of thorny jungle
12.32
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Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
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Girth from 300 mm to 600 mm
582
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Girth from 600 mm to 900 mm
463
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Girth from 900 mm to 1800 mm
300
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SH III:- Earth Work in Formation Cutting - 8.00 Km
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Excavationin Hill Area in Soil by Mechanical Means (Excavationinsoil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres
34385
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Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavationin hilly areain ordinaryrock notrequiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres
275080
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Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
34385
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SH IV :- Preparation of Sub-grade - 14.00 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.)
102900
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SH V :- GSB - 14.00 Km
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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)
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For Grading- I Materials
8085
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SH VI :- CC Pavement - 14.00 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.)
8085
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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. )
8085
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SH VII :- Box Culver 1x1m - 14 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.)Mechanical Means/upto 3 m depth (without de-watering)
478.38
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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.)
109.2
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Plain/Reinforced cement concrete in open foundation complete as per
drawing and technical specifications
(C) RCC Grade M20
Case I Using concrete mixer
24.08
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications/RCC Grade M20 /Height upto 5m/Using concrete Mixer
162.05
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification/For solid slab super structure, 20-30% of (a+b+c) /Height upto 5m
60.19
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
20.94
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Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specification/a) Granular material
280
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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
364
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SH VIII :- Box Culver 2x2M - 2 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.)Mechanical Means/upto 3 m depth (without de-watering)
112.88
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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.)
23.38
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Plain/Reinforced cement concrete in open foundation complete as per
drawing and technical specifications
(C) RCC Grade M20
Case I Using concrete mixer
8.06
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications/RCC Grade M20 /Height upto 5m/Using concrete Mixer
48.95
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification/For solid slab super structure, 20-30% of (a+b+c) /Height upto 5m
13.96
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
4.22
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Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specification/a) Granular material
120
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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
64
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SH IX :- Kutcha Drain 10.00 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 other deleterious matter, dressing of sides and bottom, backfilling the exacation earth to the extent required and utilising the remaining earth locally for road work)
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Ordinary soil
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Manual Means
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upto 3 m depth
19500
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SH X :- RCC Drain -Usize 0.60 x 0.45 x 0.60 mtr) - 1.50 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 other deleterious matter, dressing of sides a
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Ordinary soil
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Manual Means
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upto 3 m depth
1800
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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.)
255
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RCC 1:1.5:3 Reinforced concrete work in foundations, footings and bases of column etc excluding the cost of centering and shuttering in
750
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Reinforcement of RCC Work including bending,binding and placing in position (a) TMT Bars
62085
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centering and shuttering including strutting proping etc.and removal of form work for:(b) wall including attached buttresses,pilasters etc.
3060
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Pastering with cement motor 1:3 (1: cement : 3 find sand)
3000
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SH XI :- R/Wall 3.00 Height 330 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.)
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Ordinary soil
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Manual Means
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upto 3 m depth
687.23
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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.)
146.03
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
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Random Rubble Masonry
1210.61
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular Material
247.5
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Providing weep holes in Brick masonary/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 draing face. Complete as per drawing and technical specifications.
528
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SH XII :- B/Wall 3.00 Height - 250 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.)
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Ordinary soil
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Manual Means
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upto 3 m depth
520.63
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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.)
65.63
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
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Random Rubble Masonry
917.13
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material
187.5
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Providing weep holes in Brick masonary/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 draing face. Complete as per drawing and technical specifications.
400
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