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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 Cr+₹9.0 L (3.03%)Admitted-Finance 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹3.0 Cr+₹9.0 L (3.03%) | L2 | Admitted-Finance |
| 3 | L3₹3.2 Cr+₹29.2 L (9.87%)Admitted-Finance | ₹3.2 Cr+₹29.2 L (9.87%) | L3 | Admitted-Finance |
| 4 | L4₹3.3 Cr+₹30.0 L (10.1%)Admitted-Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | ₹3.3 Cr+₹30.0 L (10.1%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | KRV AND ASSOCIATES L1 | M/s V K Aggarwal L4 | M/S HimalayanConstruction L2 | M/s Stonefield construction L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material | 5,888 | Cum | 85.5 ₹5,03,424 Lowest | 95 ₹5,59,360 | 92 ₹5,41,696 | 94 ₹5,53,472 |
| 2.00 | Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 552 | Cum | 3,985.4 ₹21,99,940.8 | 3,990 ₹22,02,480 | 3,800 ₹20,97,600 Lowest | 3,952 ₹21,81,504 |
| 3.00 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications ( Grade M25) | 1,835.83 | Cum | 5,119.74 ₹93,98,972.28 Lowest | 5,600 ₹1,02,80,648 | 5,447 ₹99,99,766.01 | 5,670 ₹1,04,09,156.1 |
| 4.00 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications | 144.11 | Tonne | 54,368.7 ₹78,35,073.36 Lowest | 60,800 ₹87,61,888 | 57,840 ₹83,35,322.4 | 60,200 ₹86,75,422 |
| 5.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density (As per morth 4-12) | 780.53 | Cum | 2,164 ₹16,89,066.92 | 2,400 ₹18,73,272 | 2,065 ₹16,11,794.45 Lowest | 2,395 ₹18,69,369.35 |
| 6.00 | Tack coat
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 32,033.2 | Sqm | 7.68 ₹2,46,014.98 | 8.5 ₹2,72,282.2 | 7.32 ₹2,34,483.02 Lowest | 8.4 ₹2,69,078.88 |
| 7.00 | (Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects.) (As per morth 5-6-2) | 266.48 | Cum | 6,461.84 ₹17,21,951.12 | 7,235 ₹19,27,982.8 | 6,400 ₹17,05,472 Lowest | 7,160 ₹19,07,996.8 |
| 8.00 | (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor ontrol 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. 509 complete in all respects) (AS PER MORTH 5-8-2) | 801.11 | Cum | 7,470.12 ₹59,84,387.83 | 8,365 ₹67,01,285.15 | 7,425 ₹59,48,241.75 Lowest | 8,280 ₹66,33,190.8 |
Tender Value
₹3.7 Cr
EMD Value
₹6.6 L
Closing Date
6 Apr 2021, 3:00 pmClosed
SE(NH)PWD Dehradun
Superintendent Engineer 10 NH Circle Yamuna Colony PWD Dehradun
Repairing of Damaged Road and Construction of Drain Due to Road Cutting For Laying of gas line in chainage 218.200 to 226.200 at NH 58 (Nepali Farm to koyalghati) in the State of Uttrakhand
2021_pwd_31363_1
1146/13Yata-NH-10/2021
Open Tender
Civil Works - Roads
Item Rate
90 days
Nepali Farm to koyalghati NH-58
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer NH Division Doiwala
₹6.6 L
SE(NH)PWD Dehradun
30 Apr 2021
20 Mar 2021
6 Apr 2021
20 Mar 2021
6 Apr 2021
20 Mar 2021
26 Mar 2021
Amount
Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material
Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications ( Grade M25)
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density (As per morth 4-12)
Tack coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
(Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix 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. 507 complete in all respects.) (As per morth 5-6-2)
(Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor ontrol 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. 509 complete in all respects) (AS PER MORTH 5-8-2)
M/S HimalayanConstruction
M/s Stonefield construction
M/s V K Aggarwal
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