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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 Cr+₹8.6 L (2.96%)Admitted-Finance | ₹3.0 Cr+₹8.6 L (2.96%) | L2 | Admitted-Finance |
| 3 | L3₹3.0 Cr+₹14.2 L (4.92%)Admitted-Finance 250 SARTHI VIHAR DEHRADUN | DEHRADUN | DEHRADUN | UTTARAKHAND | ₹3.0 Cr+₹14.2 L (4.92%) | L3 | Admitted-Finance |
| 4 | L4₹3.3 Cr+₹37.0 L (12.8%)Admitted-Finance | ₹3.3 Cr+₹37.0 L (12.8%) | L4 | Admitted-Finance |
| 5 | L5₹3.3 Cr+₹38.4 L (13.3%)Admitted-Finance 5 A WEST REST CAMP DEHRADUN | ₹3.3 Cr+₹38.4 L (13.3%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S DOON INFRASTRUCTURE L5 | HIMALAYAN CONSTRUCTION L3 | M/s KAY KAY CONSTRUCTIONS L1 | OMPRAKASH SINGH L2 | M/s P.K.Infratech L6 | AA CONSTRUCTIONS L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Tack coatProviding 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. | 1,00,502.65 | Sqm | 9.25 ₹9,29,649.51 | 8.3 ₹8,34,172 | 7.44 ₹7,47,739.72 Lowest | 9 ₹9,04,523.85 | 9.7 ₹9,74,875.71 | 9.5 ₹9,54,775.18 |
| 2.00 | (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.) Gr.-II | 195.13 | Cum | 7,500 ₹14,63,475 | 7,150.35 ₹13,95,247.8 | 6,700 ₹13,07,371 Lowest | 7,000 ₹13,65,910 | 8,000 ₹15,61,040 | 8,500 ₹16,58,605 |
| 3.00 | (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) Gr-II | 2,898 | Cum | 8,800 ₹2,55,02,400 | 8,649.85 ₹2,50,67,265.3 | 7,935 ₹2,29,95,630 Lowest | 8,590 ₹2,48,93,820 | 9,500 ₹2,75,31,000 | 9,000 ₹2,60,82,000 |
| 4.00 | (Providing and laying of hot applied thermoplastic compound 2.5 mm thick includingreflectorising 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 andfree from streaks and holes.) | 4,599.6 | Sqm | 514 ₹23,64,194.4 | 349.92 ₹16,09,492.03 | 405 ₹18,62,838 | 270 ₹12,41,892 Lowest | 320 ₹14,71,872 | 350 ₹16,09,860 |
| 5.00 | Road Studs / Cat Eye:Providing and fixing of single mould twin shank reflective road studs of‘category A’ Raised pavement markers 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 shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. 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 methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm.The slope or retro – reflectory surface shall be 35 + 5 degree to base.Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer | 6,900 | Nos | 327 ₹22,56,300 | 178.02 ₹12,28,338 Lowest | 260 ₹17,94,000 | 180 ₹12,42,000 | 200 ₹13,80,000 | 300 ₹20,70,000 |
| 6.00 | Painting on concrete surface(Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) | 4,025 | Sqm | 68 ₹2,73,700 | 60.06 ₹2,41,741.5 | 61 ₹2,45,525 | 40 ₹1,61,000 Lowest | 71.5 ₹2,87,787.5 | 70 ₹2,81,750 |
Tender Value
Refer Docs
EMD Value
₹7.6 L
Closing Date
4 Dec 2021, 12:00 pmClosed
SE(NH)PWD Dehradun
Office of the Superintending Engineer 10th NH Circle PWD Yamuna Colony Dehradun
Periodic Renewal work in km. 218.500 to 219.200 and km. 220.00 to 226.200 on NH-58(34) in the State of Uttarakhand
2021_MoRTH_656022_1
4908/13yata-NH-10/2021 dated 30.10.2021
Open Tender
Civil Works - Roads
Item Rate
180 days
NH-58 Nepali Farm to Rishikesh
As per tender documents
2 documents required · 2 mandatory
₹14,800
As per NIT
₹7.6 L
SE(NH)PWD Dehradun
30 Dec 2021
3 Nov 2021
6 Dec 2021
3 Nov 2021
4 Dec 2021
19 Nov 2021
18 Nov 2021
Amount
Tack coatProviding 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.) Gr.-II
(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) Gr-II
(Providing and laying of hot applied thermoplastic compound 2.5 mm thick includingreflectorising 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 andfree from streaks and holes.)
Road Studs / Cat Eye:Providing and fixing of single mould twin shank reflective road studs of‘category A’ Raised pavement markers 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 shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. 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 methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm.The slope or retro – reflectory surface shall be 35 + 5 degree to base.Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer
Painting on concrete surface(Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
OMPRAKASH SINGH
HIMALAYAN CONSTRUCTION
AA CONSTRUCTIONS
M/S DOON INFRASTRUCTURE
M/s P.K.Infratech
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