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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹38.3 LAccepted-AOC | ₹38.3 L | 1st | Accepted-AOC 1st Lowest |
| Sl No | Description | Qty | Unit | M/S DHURV DANDRIYAL L1 |
|---|---|---|---|---|
| 1.01 | Maintenance of Earthen shoulder Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equip | 4.33 | Sqm | 5,940 ₹25,720.2 |
| 1.02 | Maintenance of Drains
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading,
deepening of side drains as well as catch water drains as per technical specification Claus | 2.57 | Rmt | 9,900 ₹25,443 |
| 1.03 | Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming requisitet coarse aggregates,watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings, & maintenance of diversions etc.[Grading of no-3] (22.4 - 53 mm size). | 130.37 | Cum. | 2,536.38 ₹3,30,667.86 |
| 1.04 | Tack coat using VG-10 grade bitumen
Over normal bituminous surfaces @0.35kg/sqm, | 12,639.38 | Sqm | 20.79 ₹2,62,772.71 |
| 1.05 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, 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 A as per Technical Specification Clause 508 using Bitumen (VG-10) | 12,639.38 | Sqm | 203.05 ₹25,66,426.11 |
| 1.06 | 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 Seal coat using Bitumen (VG-10) | 12,639.38 | Sqm | 66.23 ₹8,37,106.14 |
Tender Value
Refer Docs
EMD Value
₹96,500
Closing Date
19 Oct 2024, 3:00 pmClosed
Executive Engineer
EE CD PWD Pauri
Vittiya varsh 2024-25 mai varshik anurakshan mad ke antargat janpad pauri ke vikashkhand pokhra me Damdeval gadri motor marg ka jhalpari tak vistar ke km 1, 2 wa 3 me PC dwara navinikaran karya
2024_pwd_76486_1
1356/20AC Date 26-09-2024
Open Tender
Civil Works - Roads
90 days
Pauri
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,540
EE CD PWD Pauri
₹96,500
1 Jul 2026
30 Sept 2024
21 Oct 2024
30 Sept 2024
19 Oct 2024
3 Oct 2024
Amount
Maintenance of Drains The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Claus
Providing, laying, spreading & compaction of stone aggregates of specific sizes to WBM specifications including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonn in stages to proper grade & camber, applying & brooming requisitet coarse aggregates,watering & rolling making necessary earthen bund to protect edges lighting, guarding & barricatings, & maintenance of diversions etc.[Grading of no-3] (22.4 - 53 mm size).
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) BinderProviding, 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 A as per Technical Specification Clause 508 using Bitumen (VG-10)
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 Seal coat using Bitumen (VG-10)
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