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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 Cr+₹13.6 L (5.49%)Admitted-Finance B 30 RDC RAJNAGAR GHAZIABAD U P | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | ₹2.6 Cr+₹13.6 L (5.49%) | L2 | Admitted-Finance |
| 3 | L3₹2.6 Cr+₹14.9 L (5.99%)Admitted-Finance SHANTI HEIGHTS MANGAL PANDEY NAGAR MEERUT UP | MEERUT | MEERUT | UTTAR PRADESH | ₹2.6 Cr+₹14.9 L (5.99%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S SHANTI ASSOCIATES L3 | R.G BUILDWELL ENGINEERS LTD. L2 | m/s kumar infratech L1 |
|---|---|---|---|---|---|---|
| 1.00 | Kakrali Gate to Thuligarh motor road
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. | 69,212.5 | sqm | 10 ₹6,92,125 | 9.5 ₹6,57,518.75 | 9 ₹6,22,912.5 Lowest |
| 2.00 | 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) | 1,345 | cum | 6,455 ₹86,81,975 | 6,450 ₹86,75,250 | 6,200 ₹83,39,000 Lowest |
| 3.00 | 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 | 1,032.5 | cum | 7,735 ₹79,86,387.5 | 7,700 ₹79,50,250 | 7,200 ₹74,34,000 Lowest |
| 4.00 | Pilibhit chungi to Inspection house Motor road 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. | 8,250 | sqm | 10 ₹82,500 | 9.5 ₹78,375 | 9 ₹74,250 Lowest |
| 5.00 | 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) | 137 | cum | 6,455 ₹8,84,335 | 6,450 ₹8,83,650 | 6,200 ₹8,49,400 Lowest |
| 6.00 | 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 | 127.5 | cum | 7,735 ₹9,86,212.5 | 7,700 ₹9,81,750 | 7,200 ₹9,18,000 Lowest |
| 7.00 | Pithoragarh Chungi to Gagannath Churaha Motor road
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. | 8,250 | sqm | 10 ₹82,500 | 9.5 ₹78,375 | 9 ₹74,250 Lowest |
| 8.00 | 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) | 145 | cum | 6,455 ₹9,35,975 | 6,450 ₹9,35,250 | 6,200 ₹8,99,000 Lowest |
| 9.00 | 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 | 127.5 | cum | 7,735 ₹9,86,212.5 | 7,700 ₹9,81,750 | 7,200 ₹9,18,000 Lowest |
| 10.00 | Tanakpur Aambagh Motor road
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. | 27,135.63 | sqm | 10 ₹2,71,356.3 | 9.5 ₹2,57,788.49 | 9 ₹2,44,220.67 Lowest |
Tender Value
₹2.6 Cr
EMD Value
₹5.3 L
Closing Date
19 Apr 2021, 11:00 amClosed
S.E 3rd Circle P.W.D Pithoragarh
Office of S,E 3rd Circle P.W.D Pithoragarh
Renewal of Kakrali Gate Thuligarh motor road km 1 to 8 Tanakpur Aambagh motor road km 1 to 3 Pilibhit Chungi to Inspection house km 1 and pithoragarh chungi to jagannath Chauraha motor road km 1 By SDBC total lenth 11.70km under A.R year 2021-22
2021_pwd_31805_1
2315/208C 03/2021 date 25-03-2021
Open Tender
Civil Works - Roads
Item Rate
180 days
Tanakpur
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
E E P.D pwd Champawat
₹5.3 L
Pithoragarh
7 May 2021
1 Apr 2021
19 Apr 2021
3 Apr 2021
19 Apr 2021
3 Apr 2021
8 Apr 2021
Amount
Kakrali Gate to Thuligarh motor road 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.
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)
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
Pilibhit chungi to Inspection house Motor road 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.
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)
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
Pithoragarh Chungi to Gagannath Churaha Motor road 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.
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)
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
Tanakpur Aambagh Motor road 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.
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)
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
R.G BUILDWELL ENGINEERS LTD.
M/S SHANTI ASSOCIATES
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