Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Feb 2024
Closing Date6 Mar 2024
Tender Amount₹ 1,96,80,000
Costs
EMD
₹ 1,96,800Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDAP_1738_1Bid Award Id
ViewTender No
DB-12/NIT/RE/2023-24/2103-2106Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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 300mm, 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 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness) By Manual means:- In area of Area of thorny jungle
3.08
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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). a).Girth from 300mm to 600mm
150
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b).Girth from 600mm to 900mm
80
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c).Girth from 900mm to 1800mm
50
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SH:- Formation Cutting
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Earthwork Excavation in soil with Dozer with lead upto 100 mtrs (Excavation for roadway in soil by Mechanical means including cutting and pushing the cut earth to site of embankment upto a distance of 100 mtrs (avereage lea 50 metres), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross section).
19814.06
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Excavation in Ordinary Rock with Dozer with lead upto 100 mtrs (Excavation for roadway in ordianry rock by deploying a dozer, 80HP/JCB/Forland etc including cutting and pushing the cut earth to site of embankment upto a distance of 100metres (average lead 50metres), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
19814.06
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SH:- Pavement (SUB GRADE)
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Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50m.)
4400
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SH:- EARTHERN SHOULDER
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Construction of Subgrade and Earther shoulders (Construction of subgrade and earthern 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)
132
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SH:- SUB-BASE COURSE (GSB)
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Granular Sub-Base with coarse graded material (Table:- 400-2) (Construction of granular sub-base by providing close 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) for grading - 1 Material.
532.4
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SH:- RCC Slab Culvert 1m Span-1.5mtr. Height
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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). Manual Means- Depth upto 3m
111.6
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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).
14.62
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Plain/Reinforced cement concrete in open foundation complete as per drawing and technical speicifications. PCC Grade M20
81.36
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. Random Rubble Masonry
19.15
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical speicifications. PCC Grade M20
3.12
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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 Height upto 5m
3.84
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
1.1
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular Material
24.48
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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 IV : 20H towards drawing foce. Complete as per drawing and Technical specifications.
56
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SH:- Kutcha Drain
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Earthwork in excavation in foundation and trenches in soils containing 50% or more shingles or small size boulder upto 30cm size, lift upto 1.5mtr Surplus excavated soil as directed within a lead of 50mtr.
2940
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