General Repair And Renewal With P.C. On Budkhad To Hadwariya Link Road

Tender Notice

27097374
General Repair And Renewal With P.C. On Budkhad To Hadwariya Link Road
Indian
Uttar Pradesh
22-02-2021
27-02-2021
27-02-2021

Tender Details

General Repair And Renewal With P.C. On Budkhad To Hadwariya Link Road

Key Value

Document Fees
INR 860 /-
EMD
INR 110000.00 /-
Tender Value
Refer document

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FileName File Description File Size
1632t1.pdf Tender Document-t1 421.86
BOQ_849481.xls Tender Document-boq 251.50
Tendernotice_1.pdf Tender Document-nit 4447.78
FD2B7AB7-6CAF-4601-A23C-0AACFA0CD34F.html Tender Notice-Tender Notice 0

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BOQ Items

Name of Work: General Repair and Renewal with P.C. on Budkhad to Hadwariya Link Road
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Providing, laying, spreading and compacting stone aggregates of 53 mm to 22.4 mm sizes to water bound macadam specification in 3.75 m width and 7.5 cm compacted thickness 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 dust screening @ 0.18 cum / 10 sqm to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 20 Cum
2 2 Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.30 Kg/sqm on the prepare granular surface treated with primer & cleaned clause 503. 5625 Sqm
3 3 Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregate either using penetration grade bitumen/CRMB or emulsion @1.46kg per sqm. To required line,grade and level to serve as wearing course on a previously prepared base,including mixing by mixol,laying and rolling with a three wheel 80-100 KN static roller capacity.as per technical specification clause 508. 5625 Sqm
4 4 Providing and laying seal coat ( Type C) sealing with Bitumen (VG-10) the voids in a bituminous surface laid to the specified levels, grade and cross fall using minumum 6.50 Kg per 10 Sq mt as per Technical Specification Clause 510 5625 Sqm
5 5 Earthwork on Patari ordinary soil excavation to be the form of regular pit not exceeding 1/2 meter in depth and e/w in embankment to be in 20cm layers,i/c ramming/rolling and dressing the surface to required levels and slopes and also including 1.5m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the E/I. (Including Royalty @ Rs. 30.00/Cum) 150 Cum
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