Public Works Roads Department Tender
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Costs
EMD
₹ 3,73,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Balichapori Tiniali To Alengi Village Road .
Description
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Contact
Tender Id
2018_PWD_10616_1Bid Award Id
ViewTender No
ACE/EZ/SOPD/Balichapori/MajuliTender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
Granular Sub- base with Well Graded Materials (Table 400.1): (A) By Mix in Place Method : Construction of granular sub-base by providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
599.31
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WBM Grading 3
Providing, laying, spreading and compacting tone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade nd camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requied density grading 3 as per technical specification clause 405.
359.59
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Inter Locking Concrete Block Pavement : Providing and Laying interlocking concrete block pavement having thickness 80 mm as per technical specification clause 1504
4794.375
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Earth work in excavation for foundation of structures as per drawing and technical specification, Including settingout, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. I ) Ordinary Soil Manual Means (Without dewatering) ( i ) Upto 3.0m depth
553.699
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Plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1203. I) PCC Grade M- 10
39.554
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Plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1203. II) PCC Grade M- 15
118.57
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Plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1203. IV) RCC Grade M20
36.53
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Plain/reinforced concrete in sub structure complete as per drawing and Technical Specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. I) PCC Grade M15
38.28
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Plain/reinforced concrete in sub structure complete as per drawing and Technical Specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. III) RCC Grade M20, Height upto 5.0m
65.722
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Providing and laying reinforced cement concrete in super structure as per drawing and Technical Specification Clause 800, 1205.4 and 1205.5 I) RCC Grade M20
33.22
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202.
11.48
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
28.2
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Providing weep holes in brick masonary/Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope 1V:20H towards drawing face. Complete as per drawing and Technical Specifications.
88
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Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. ii) Sandy material
24.2
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 (vii) 900mm side octagon
1
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