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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.1 LAccepted-AOC 104 DOON ROYAL APPARTMENTS SEWLA KALAN DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | L1 | Accepted-AOC L1 | |
| 2 | L2₹65.5 L+₹4.4 L (7.21%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M/s Naresh Singhals And Co L2 | M/s S.P. Agarwal and Co. L1 |
|---|---|---|---|---|---|
| 1.00Excavation in Cutting in Soil by manual means with lead upto 50 m | |||||
| 1.01 | Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 612.25 | Cum | 200 ₹1,22,450 | 150 ₹91,837.5 Lowest |
| 2.00WBM Grading 2 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 2 as per Technical Specification Clause 405. | |||||
| 2.01 | By Manual Means | 459.26 | Cum | 2,400 ₹11,02,224 | 2,260 ₹10,37,927.6 Lowest |
| 3.00WBM 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. | |||||
| 3.01 | By Manual Means | 459.26 | Cum | 2,400 ₹11,02,224 | 2,320 ₹10,65,483.2 Lowest |
| 4.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 6,122.5 | Sqm | 40 ₹2,44,900 | 12 ₹73,470 Lowest |
| 5.00Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD) | |||||
| 5.01 | with Bitumen VG-10 | 306.19 | Cum | 8,000 ₹24,49,520 | 7,850 ₹24,03,591.5 Lowest |
| 6.00Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects | |||||
Tender Value
₹62.4 L
Closing Date
15 Sept 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer Central store Division UKPJN Dehradun
Construction Of Bitumenous Road At Lt. Rajeev Juyal Marg From Saharanpur Road To Haridwar Bypass Road in Green Park Zone of Dehradun 23 Zone Coverage water supply scheme
2021_MDPEY_35969_1
Letter No. 2952/NIVIDA/242, dt. 27.08.2021
Open Tender
Civil Works
Item Rate
90 days
Dehradun
Please refer Tender documents.
4 documents required · 4 mandatory
₹11,800
Executive Engineer Central store Division UKPJN
Exempted
Dehradun
11 Aug 2025
28 Aug 2021
18 Sept 2021
29 Aug 2021
15 Sept 2021
6 Sept 2021
3 Sept 2021
Amount
Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
WBM Grading 2 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 2 as per Technical Specification Clause 405.
By Manual Means
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
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. (Bitumen VG-10 @ 3.3% of the weight of mix has been used for analysis purpose. The choice of bitumen will depend upon the prevailing site conditions and shall be in accordance with Clause 504 of MORD)
with Bitumen VG-10
Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects
Grading II - 10mm using VG - 10 bitumen
M/s Naresh Singhals And Co
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