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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
30 Apr 2021, 3:00 pmClosed
EE TD PWD Kirtinagar
Office of the EE TD PWD Kirtinagar
Renewal work by premix carpet in Tegad AAchhrikunth Motor Road km 1 to 4 unde A.R. 2021-2022
2021_pwd_32469_1
519/10AC Date 16-4-2021
Open Tender
Civil Works - Roads
Item Rate
90 days
Kiritinagar (Tehri Garhwal)
As per NIT, Condition and BOQ
2 documents required · 2 mandatory
₹4,130
EE TY PWD Kirtinagar
₹1.3 L
30 Apr 2021
22 Apr 2021
30 Apr 2021
22 Apr 2021
30 Apr 2021
22 Apr 2021
Amount
WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means
Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm,
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508. Bitumen (VG-10)
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 Bitumen (VG-10)
Construction of unlined surface drains of average cross-sectional area 0.236 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Manual Means
DARMIYAN SINGH KANDARI
stage.html
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finance_38415.pdf
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