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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance AMBALA CANTT | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹7,127.50 (0.05%)Admitted-Finance H NO 74 E STREET NO 11 JAWAHAR NAGAR HISAR HARYANA INDIA PIN NO 125001 | HISAR | HARYANA | 125001 | ₹1.4 Cr+₹7,127.50 (0.05%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹2.5 L (1.76%)Admitted-Finance WIR DUBBE M NORK MATE CREED ARES SECTOR 11 P FIEAR HAND DIEET R | SHAHDARA | DELHI | 110031 | ₹1.4 Cr+₹2.5 L (1.76%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹4.0 L (2.81%)Admitted-Finance VPO KUMBHA TEH HANSI DIST HISAR 125049 | HANSI | HISAR | HARYANA | 125049 | ₹1.4 Cr+₹4.0 L (2.81%) | L4 | Admitted-Finance |
| 5 | L5₹1.5 Cr+₹8.5 L (6.05%)Admitted-Finance H NO 781 SECTOR 9 JIND | ₹1.5 Cr+₹8.5 L (6.05%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | sachin bansal contractor L5 | kartarsinghcontractor L2 | M/S Pritam Kumar Contractor L7 | VINOD SAHARAN CONTRACTOR L3 | M/S ARVIND BHAKAR CONTRACTOR L6 | DABAA CONTRACTORS L4 | SANDEEP KUMAR CONTRACTOR L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 53,250 | Sqm | 10 ₹5,32,500 | 9 ₹4,79,250 | 13.6 ₹7,24,200 | 8 ₹4,26,000 Lowest | 10 ₹5,32,500 | 11 ₹5,85,750 | 10 ₹5,32,500 |
| 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 | 2,130 | cum | 6,200 ₹1,32,06,000 | 5,860 ₹1,24,81,800 | 7,000 ₹1,49,10,000 | 6,000 ₹1,27,80,000 | 6,800 ₹1,44,84,000 | 6,000 ₹1,27,80,000 | 5,800 ₹1,23,54,000 Lowest |
| 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. | 532.5 | cum | 100 ₹53,250 | 80 ₹42,600 Lowest | 155 ₹82,537.5 | 100 ₹53,250 | 100 ₹53,250 | 100 ₹53,250 | 100 ₹53,250 |
| 4.00 | [30.28.1]Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 1. One or more coats on old work | 2,875.5 | Sqm | 50 ₹1,43,775 | 70 ₹2,01,285 | 31.92 ₹91,785.96 | 25 ₹71,887.5 Lowest | 30 ₹86,265 | 30 ₹86,265 | 25 ₹71,887.5 Lowest |
| 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. | 2,561 | Sqm | 350 ₹8,96,350 | 310 ₹7,93,910 Lowest | 455 ₹11,65,255 | 350 ₹8,96,350 | 450 ₹11,52,450 | 340 ₹8,70,740 | 380 ₹9,73,180 |
| 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. | 460 | Nos. | 200 ₹92,000 | 175 ₹80,500 Lowest | 202.5 ₹93,150 | 200 ₹92,000 | 200 ₹92,000 | 200 ₹92,000 | 190 ₹87,400 |
Tender Value
₹2.0 Cr
EMD Value
₹4.1 L
Closing Date
15 Feb 2024, 4:00 pmClosed
ANIL NARWAL
PD Hansi
Special repair of road from Jind Barwala Agroha Adampur Road (SH-10) in Km. 81.29 to 84.84 (Section Barwala to Khedar) by providing 40mm BC in Hisar Distt (Road ID 5100) (Without GST)
2024_HRY_350218_1
2024E6D29E06 C1DA 45D4 9F25 8CA0D09DD506634BAR
Open Tender
Civil Works
Works
180 days
KHEDAR Barwala
As per approved DNIT
2 documents required · 2 mandatory
₹15,000
₹4.1 L
Yes
Hisar
29 Apr 2024
2 Feb 2024
15 Feb 2024
2 Feb 2024
15 Feb 2024
2 Feb 2024
9 Feb 2024
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.
[30.28.1]Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 1. One or more coats on old work
[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.
kartarsinghcontractor
VINOD SAHARAN CONTRACTOR
DABAA CONTRACTORS
sachin bansal contractor
M/S ARVIND BHAKAR CONTRACTOR
M/S Pritam Kumar Contractor
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