Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Mar 2025
Closing Date15 Mar 2025
Tender Amount₹ 8,90,99,982
Costs
EMD
₹ 8,91,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Road From Ropi To Ghero In Upper Siang District
Description
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Contact
Tender Id
2025_PWDAP_2216_1Bid Award Id
ViewTender No
07/MRGD/SASCI/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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Documents
BOQ Items
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ii) Girth from 600 mm to 900 mm
212.5
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iii) Girth from 900 to 1800 mm
170
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SH : Formation cutting
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Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil 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)
130663.24
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Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
125375.28
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Deduct quantum of earthwork of all types disposal directly throwing into the valley without involving any lead and lift.
Ordinary and Hard Soil/Hard shale, soil containing shingle or small size boulders.
52265.3
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Deduct quantum of earthwork of all types disposal directly throwing into the valley without involving any lead and lift.
Ordinary and Hard Rock
50150.11
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SH :- CC Drain
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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.
1418
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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
709
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Centering and shuttering including strutting , propping etc, and removal of form work for :- b) Walls including attached buttresses, pilasters etc.
2148.48
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I. 12 mm Cement plaster in CM 1:4 (1 Cement : 4 Sand)
2793.02
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A. Neat Cement Punning
2793.02
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SH :- Kutcha Drain
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Excavation for Structures (Earthwork 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.)
Ordinary soil
Mechanical Means
upto 3 m depth
3048
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I. Ordinary rock not requiring blasting
2032
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SH :- Retaining/Breast wall
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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
540.75
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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
64.89
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specification
755.2
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Dry Rubble Masonry
142.33
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Back filling behind abutment, w/wall and R/wall complete as per drawing and technical specification.
A) Granular Material
278.1
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Providing weep holes in brickmasonry/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.
395.57
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SH :- RCC Slab culvert-(1.5x1.5m)-2 Nos.
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Excavation for Structures (Earthwork 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
B-Mechanical Means
(i) Depth up to 3 m
115.06
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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.)
19.21
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Coursed rubble masonry (first sort )
101.91
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
A. RCC Grade M20
(q) Height 5m to 10m
6.66
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
1.16
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification.
A Granular material
31.9
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm 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
30
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