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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 CrAdmitted-Finance | ₹5.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.0 Cr+₹11.9 L (2.01%)Admitted-Finance | ₹6.0 Cr+₹11.9 L (2.01%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Reject as per prahari committe |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject as per prahari committe |
| 5 | Rejected-Technical HARDAHA BALUWA VARANASI CHANDAULE | - | - | Rejected-Technical Reject as per prahari committe |
| Sl No | Description | Qty | Unit | Priya Construction L1 | M/s Chopra Traders L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1km. | 3,417.8 | Cum. | 32 ₹1,09,369.6 Lowest | 35 ₹1,19,623 |
| 2.00 | Construction of Granular Sub-Base by providing Close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per technical clause 401 | 3,197 | Cum. | 3,550 ₹1,13,49,350 Lowest | 3,650 ₹1,16,69,050 |
| 3.00 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. | 6,440 | Cum. | 4 ₹25,760 Lowest | 4 ₹25,760 Lowest |
| 4.00 | Providing, laying, spreading and compacting graded stone aggregate in layers 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. | 1,286.85 | Cum. | 4,900 ₹63,05,565 Lowest | 4,900 ₹63,05,565 Lowest |
| 5.00 | Providing, laying, spreading and compacting graded stone aggregate in layers Stablized 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 with 1% OPC Cement + 3.50% emulsion in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 1,242 | Cum. | 8,050 ₹99,98,100 Lowest | 8,050 ₹99,98,100 Lowest |
| 6.00 | Providing and laying Dense graded Bituminous Macadam with hot mix plant producing an average output of 75 ton per hour using crused aggregates of specified grading -I premixed with bituminous binder VG-30 @ 4.50% of mix, transported to site , laid over previously prepared surface with paver finisher to the required grade , lavel and alignment and rolled to achieve the desired compaction. as per MORT&H Specification. No 507 | 834.5 | Cum. | 10,760 ₹89,79,220 Lowest | 10,800 ₹90,12,600 |
| 7.00 | Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. | 16,690 | Sqm. | 14 ₹2,33,660 Lowest | 14 ₹2,33,660 Lowest |
| 8.00 | Providing and laying Bituminous Concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4% 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. 509 complete in all respects | 500.7 | Cum. | 11,750 ₹58,83,225 Lowest | 12,000 ₹60,08,400 |
| 9.00 | Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m. (as per SI No. 251) | 1,261.4 | Cum. | 80 ₹1,00,912 Lowest | 100 ₹1,26,140 |
| 10.00 | PCC in 1:3:6 with cement coarse sand and 40mm size stone ballast including supply of all materials , labour T & P etc and curing complete also including cost of formwork in foundation and floor as per SI no 280 | 157.68 | Cum. | 6,740 ₹10,62,763.2 Lowest | 6,995 ₹11,02,971.6 |
Tender Value
₹5.7 Cr
Closing Date
17 Aug 2021, 12:00 pmClosed
se.ayo.ambe.circle.pwd.ayodhya
office of the se.ayo.ambe.circle.pwd.ayodhya
Janpad ayodhya mei NH-27 bypass se nikalkar mahobara bazar hote huye terhibazar/shri ram janm bhumi tak four lane chaudikaran ewam sudrirhikaran ka karya
2021_CEUFZ_609468_1
4095/2comayo.ambe.circle/21, date-30.07.21
Open Tender
Civil Works - Roads
Item Rate
365 days
office of the se.ayo.ambe.circle.pwd.ayodhya
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,354
Exempted
office of the se.ayo.ambe.circle.pwd.ayodhya
23 Sept 2021
9 Aug 2021
17 Aug 2021
9 Aug 2021
17 Aug 2021
9 Aug 2021
10 Aug 2021
Amount
Excavation in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1km.
Construction of Granular Sub-Base by providing Close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, complete as per technical clause 401
Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
Providing, laying, spreading and compacting graded stone aggregate in layers 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.
Providing, laying, spreading and compacting graded stone aggregate in layers Stablized 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 with 1% OPC Cement + 3.50% emulsion in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
Providing and laying Dense graded Bituminous Macadam with hot mix plant producing an average output of 75 ton per hour using crused aggregates of specified grading -I premixed with bituminous binder VG-30 @ 4.50% of mix, transported to site , laid over previously prepared surface with paver finisher to the required grade , lavel and alignment and rolled to achieve the desired compaction. as per MORT&H Specification. No 507
Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
Providing and laying Bituminous Concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4% 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. 509 complete in all respects
Earth work in excavation in trench for foundation in ordinary soil i/c lift upto 1.50 mtr. & lead upto 50.00 mtr and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed bu the E/I within a distance of 50 m. (as per SI No. 251)
PCC in 1:3:6 with cement coarse sand and 40mm size stone ballast including supply of all materials , labour T & P etc and curing complete also including cost of formwork in foundation and floor as per SI no 280
R.C.C. 1:2:4 with cement , coarse sand and 20mm stone grit as per S.I.No 282
M.S. Iron Steel incliding cutting , bending binding and cost of binding wire as per S.N.No 504
Painting or Vanishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & 2 coat of approved superior ready mixed paint of clear syuthetic varnish including supply of all materials, labour and T & P etc. required for proper completion of work. Paint to be used should confirm to the I.S.I. No. 103-1950 (SI.No 641&642)
Providing and Laying of 80mm thick rubber moulded reflective Zig Zag Shape inter locking tiles of precost compressive strength in Gray and Red Colour over prepared base of GSB using local sand for levelling and joing filling i/c all cost of labour T&P etc. required for proper completion of work.
M/s Chopra Traders
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