Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Mar 2025
Closing Date21 Mar 2025
Tender Amount₹ 14,70,30,000
Costs
EMD
₹ 14,70,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDAP_2311_1Bid Award Id
ViewTender No
10/MRGD/CMCSRDP-II/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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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.
15508.8
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Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres (Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )
1324.21
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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 Rock) mm
529.68
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SH : Pavement (SSH-Sub grade)
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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.)
a) Carriage Width 5.50m
9000
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b) Carriage Width 3.75m
13500
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Granular Sub Base by Mix in place method ( Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepare 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)
a) Carriage Width 5.50m
900
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b) Carriage Width 3.75m
1275
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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.) a) Carriage Width 5.50m
900
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b) Carriage Width 3.75m
1275
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SSH- PQC
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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 a) Carriage Width 5.50m
1650
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b) Carriage Width 3.75m
2250
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Reinforcement for Dowels Bars of CC pavement work including bending, binding and placing in position complete. TMT, Fe-500
Carriage Width 5.50m
14723.63
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SSH-Hard shoulder
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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
Carriage Width 3.75m
1350
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Granular/Gravel sub-base with coarse graded Materials (Table :- 400-2) (Construction of granular sub-base by providing coarse grade materials spreading in uniform layers with motor graderon prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibrator roller to achieve the desired density as complete as per clause 401)
(i) for grading-I material (Carriage Width 5.50m)
660
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SSH-Cross Drainage work
I) Culvert 1.0m x 1.0m x 7.5m
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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 excavation earth to the extent required and utilising the remaining earth locally for road work.)
Ordinary soil
A) Manual Means - Upto 3 m depth
355.64
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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.)
113.65
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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
(i) For solid slab super-structure, 20-30% of (a+b+c)
(p) Height upto 5m
165.71
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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
13.32
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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
324
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
Granular material
90
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II) Culvert 2.0m x 2.0m x 7.5m
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 excavation earth to the extent required and utilising the remaining earth locally for road work.)
Ordinary soil
A) Manual Means - Upto 3 m depth
86.18
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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.)
28.93
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M20 Using Concrete Mixer
For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
32.77
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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.15
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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
48
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
Granular material
75
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SSH-Protection Works
I) RCC Breast Wall
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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 with approved materials.)
I (i) Up to 3 m depth.
Manual Means( without de-watering)
339.68
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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.)
27.93
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. F) RCC Grade M 25
(p)Height up to 5 M (Using Concrete Mixture)
136.69
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
7.87
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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
19.86
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A) Granular Materials
12.42
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SSH-Cross Drainage Works
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Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
1440
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Providing and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth
660
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Centering and shuttering including strutting , propping etc, and removal of form work for :- b) Walls including attached buttresses, pilasters etc.
2000
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12 mm Cement plaster in CM 1:4 (1 Cement : 4 Sand)
3000
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Neat Cement Punning
3000
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SSH-Cross Drainage Works
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Excavation for structures) Earth work in excavation of foundation of structures as per drawing and technical epecification i/c setting out, construction of shoring and bracing, removal of stamps and other deleterious matterial, dressing of sites and bottom, and back filling with approved materials
i) Ordinary soil
A) Manual Means
i) upto 3 mtr Depth
656.25
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PCC 1:3:6 in foundation ( Plain Cement concrete 1:3:6 nominal mixed in foundation with crushed stone aggregate 40mm nominal mixed in foundation with crushed stone aggregate 40 mm nominal sizew mechanically mixed, placed in foundation and compacted by vibration i/c curing for 14 days
78.75
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specification
1035.3
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Dry Rubble Masonry
1089.23
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Back fillling behind abutment, w/wall and R/wall complete as per drawing and technical specification.
A) Granular Material
337.5
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Providing weep holes in brick masonry/plain/reinforced concrete abutment, W/wall, R/wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1:V : 20H towards drawing face complete as per darwing and technical specification.
480
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