Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance JIND JIND HARYANA | JIND | HARYANA | 126101 | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 Cr+₹9.0 L (4.76%)Admitted-Finance WIR DUBBE M NORK MATE CREED ARES SECTOR 11 P FIEAR HAND DIEET R | SHAHDARA | DELHI | 110031 | ₹2.0 Cr+₹9.0 L (4.76%) | L2 | Admitted-Finance |
| 3 | L3₹2.0 Cr+₹11.5 L (6.11%)Admitted-Finance 65 MODEL TOWN 136026 | KAITHAL | HARYANA | 136026 | ₹2.0 Cr+₹11.5 L (6.11%) | L3 | Admitted-Finance |
| 4 | L4₹2.1 Cr+₹17.1 L (9.06%)Admitted-Finance H NO 74 E STREET NO 11 JAWAHAR NAGAR HISAR HARYANA INDIA PIN NO 125001 | HISAR | HARYANA | 125001 | ₹2.1 Cr+₹17.1 L (9.06%) | L4 | Admitted-Finance |
| 5 | L5₹2.1 Cr+₹18.9 L (10.1%)Admitted-Finance VPO BARI TEHSIL GANAUR SONEPAT 131101 | SONEPAT | SONIPAT | HARYANA | 131101 | ₹2.1 Cr+₹18.9 L (10.1%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | kartarsinghcontractor L4 | VINOD SAHARAN CONTRACTOR L2 | Deepak Kumar Contractor L5 | vijay kansal contractor L3 | Sh. Amit Sharma Contractor L7 | CHAHAL CONSTRUCITON COMPANY L1 | M/S DHULL EARTH MOVERS CO. L6 | Desh Deepak Contractor L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | [17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade 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 as per technical clause 503 of MORT&H specifications | 84,755 | Sqm | 9 ₹7,62,795 Lowest | 12 ₹10,17,060 | 13 ₹11,01,815 | 11.7 ₹9,91,633.5 | 10 ₹8,47,550 | 12.12 ₹10,27,230.6 | 14 ₹11,86,570 | 11.5 ₹9,74,682.5 |
| 2.00 | [17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP
Providing and laying 30mm - 45 mm 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 VG - 30 @ 5.4% per cent 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 complete as per technical clause 507 of per MORTH specifications | 2,542.65 | cum | 7,000 ₹1,77,98,550 | 6,500 ₹1,65,27,225 | 6,815 ₹1,73,28,159.75 | 6,800 ₹1,72,90,020 | 7,200 ₹1,83,07,080 | 6,182.83 ₹1,57,20,772.7 Lowest | 7,092 ₹1,80,32,473.8 | 7,380 ₹1,87,64,757 |
| 3.00 | [17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. | 2,804.62 | cum | 90 ₹2,52,415.8 Lowest | 160 ₹4,48,739.2 | 149 ₹4,17,888.38 | 100 ₹2,80,462 | 150 ₹4,20,693 | 135.2 ₹3,79,184.62 | 100 ₹2,80,462 | 145 ₹4,06,669.9 |
| 4.00 | [34.12.2]Advance Direction sign board 900x900 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 2. Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012 | 2 | Each | 5,500 ₹11,000 Lowest | 6,500 ₹13,000 | 6,889 ₹13,778 | 7,000 ₹14,000 | 8,000 ₹16,000 | 6,249.47 ₹12,498.94 | 6,000 ₹12,000 | 8,000 ₹16,000 |
| 5.00 | [34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. | 3,803.4 | Sqm | 395 ₹15,02,343 | 400 ₹15,21,360 | 439 ₹16,69,692.6 | 330 ₹12,55,122 Lowest | 400 ₹15,21,360 | 398.26 ₹15,14,742.08 | 400 ₹15,21,360 | 450 ₹17,11,530 |
| 6.00 | [34.34]Moulded Shank Road Stud Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values @ ASTM E 809 & ASTM D 4280. The detailed specifications and the product shall conform to ASTM D4280 and ASTM E 809. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. Two cylinderical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be moulded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl Methacrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. | 1,000 | Nos. | 210 ₹2,10,000 | 200 ₹2,00,000 | 195 ₹1,95,000 | 150 ₹1,50,000 Lowest | 200 ₹2,00,000 | 177.09 ₹1,77,090 | 200 ₹2,00,000 | 215 ₹2,15,000 |
| 7.00 | 1st year Maintenance cost @ 9442/- per km per year | 15.41 | Km | - | - | - | - | - | - | - | - |
| 8.00 | 2nd year Maintenance cost @ 18883/- per km per year | 15.41 | Km | - | - | - | - | - | - | - | - |
| 9.00 | 3rd year Maintenance cost @ 28325/- per km per year | 15.41 | Km | - | - | - | - | - | - | - | - |
| 10.00 | 4th year Maintenance cost @ 37766/- per km per year | 15.41 | Km | - | - | - | - | - | - | - | - |
Tender Value
₹3.1 Cr
EMD Value
₹6.2 L
Closing Date
17 Jul 2023, 5:00 pmClosed
RAJ Kumar Nain
PD Narwana
Renewal coat on NH-352 (Dumerkha-Sudkain Kalan-Kabarcha-Alipura-Karsindhu-Uchana Road (TR-03 and 04)
2023_HRY_295109_1
202316E306B8 901F 4ACE B077 0DABE0DCC817642BAR
Open Tender
Civil Works
Works
180 days
DUMERKHAN KALAN SUDKAIN KALAN KABARCHHA KARSIND
Renewal coat on NH-352 (Dumerkha-Sudkain Kalan-Kabarcha-Alipura-Karsindhu-Uchana Road (TR-03 and 04)
2 documents required · 2 mandatory
₹15,000
₹6.2 L
Yes
27 Jul 2024
5 Jul 2023
18 Jul 2023
5 Jul 2023
17 Jul 2023
5 Jul 2023
Amount
[17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade 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 as per technical clause 503 of MORT&H specifications
[17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm 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 VG - 30 @ 5.4% per cent 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 complete as per technical clause 507 of per MORTH specifications
[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.
[34.12.2]Advance Direction sign board 900x900 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 2. Using high intensity Microprisomatic grade retro reflective Sheeting Class B as per IRC 67 2012
[34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
[34.34]Moulded Shank Road Stud Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values @ ASTM E 809 & ASTM D 4280. The detailed specifications and the product shall conform to ASTM D4280 and ASTM E 809. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. Two cylinderical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be moulded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl Methacrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications.
1st year Maintenance cost @ 9442/- per km per year
2nd year Maintenance cost @ 18883/- per km per year
3rd year Maintenance cost @ 28325/- per km per year
4th year Maintenance cost @ 37766/- per km per year
5th year Maintenance cost @ 37766/- per km per year
VINOD SAHARAN CONTRACTOR
vijay kansal contractor
kartarsinghcontractor
Deepak Kumar Contractor
M/S DHULL EARTH MOVERS CO.
Sh. Amit Sharma Contractor
Desh Deepak Contractor
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.71 MB
BOQ_369118.xls
BOQ • 0.24 MB
Dumerkha.pdf
Additional Documents • 1.69 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .