Construction Of Road From Rajapara Shiva Mandir To Mahipara ( From Ch . 0 . 00M To Ch . 1000 . 00M ) Under Sopd ( G ) For The Year 2020-21 . Construction Of Road From Rajapara Shiva Mandir To Mahipara ( From Ch . 0 . 00M To Ch . 1000 . 00M ) Under Sop, Boko-Assam
TDR : 26170695
Tender Notice
BOQ
Expired
Boko
Assam
Construction Of Road From Rajapara Shiva Mandir To Mahipara ( From Ch . 0 . 00M To Ch . 1000 . 00M ) Under Sopd ( G ) For The Year 2020-21 . Construction Of Road From Rajapara Shiva Mandir To Mahipara ( From Ch . 0 . 00M To Ch . 1000 . 00M ) Under Sop
Name of Work:Construction of Road from Rajapara Shiva Mandir to Mahipara(from ch.0.00m to ch. 1000.00m)under SOPD(G) for the year 2020-21.
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Roadwork
2
1.01
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as\nper Technical Specification Clause 201.\n
0.51
Hect
3
2
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5\n i Private Land
2480.39
Cum
4
3
Construction of subgrade and earthen shoulders with approvedmaterial obtained from borrow pits with all lifts and leads,transporting to site, spreading, grading to required slope andcompacted to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303.1.\n (i) Private Land
3150
Cum
5
4
By Mix in Place Method Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (I) For Grading II Material
468.75
Cum
6
5
Providing, laying, spreading and compacting stone 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 and camber,applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading III as per Technical Specification Clause 405. (A) By Manual Means
281.25
Cum
7
6
Interlocking pavement block\ni Providing and laying interlocking concrete block\npavement (M40) having thickness 80mm as per technical\nspecification clause 1504 complete including carriage.\na) Including Edge block/ Edge restraints
3750
Sqm
8
7
Retro-reflectorised Traffic Signs\nI Providing and fixing of retro-reflectorised cautionary,\nmandatory and informatory sign as per IRC:67 made of\nencapsulated lens type reflective sheeting vide Clause\n1701.2.3 fixed over aluminium sheeting, 1.5 mm thick\nsupported on a mild steel angle iron post 75 mm x 75 mm x6 mm firmly fixed to the ground by means of properlyvdesigned foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 iv 800mm x 600mm rectangular
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