Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Excavation
Eprocure
Opening Date30 Nov 2024
Closing Date10 Dec 2024
Tender AmountRefer Documents
Costs
EMD
₹ 98,442Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDAP_2006_1Bid Award Id
ViewTender No
BD/ROAD/2024-25/01Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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BOQ Items
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SH- GSB-I
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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.)
3402
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Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
3402
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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)( For Grade - I materials)
535.82
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SH- Retaining 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 and deleterious matter, dressing of sides and bottom and backfilling with approved material.) (i) Ordinary soil, Manual means, Up to 3.00 Mtr depth
29.7
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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.
5.4
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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 )
65.59
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification (A) Granular material
11.81
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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
11
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SH:- CC Drain
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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.) (i) Ordinary soil, A) Manual Means (Depth upto 3 m)
349.8
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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.
166.16
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