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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 CrAdmitted-Finance | ₹8.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹8.3 Cr+₹10.3 L (1.26%)Admitted-Finance | ₹8.3 Cr+₹10.3 L (1.26%) | L2 | Admitted-Finance |
| 3 | L3₹8.5 Cr+₹32.1 L (3.91%)Admitted-Finance | ₹8.5 Cr+₹32.1 L (3.91%) | L3 | Admitted-Finance |
| 4 | L4₹8.7 Cr+₹54.1 L (6.59%)Admitted-Finance | ₹8.7 Cr+₹54.1 L (6.59%) | L4 | Admitted-Finance |
| 5 | L5₹8.9 Cr+₹65.1 L (7.93%)Admitted-Finance 13 SAINATH NEW COLONY NAGPUR 440001 | NAGPUR | NAGPUR | MAHARASHTRA | 440001 | ₹8.9 Cr+₹65.1 L (7.93%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s. A.R. Construction L1 | G N NIKAM L7 | Eagle Infra India Ltd L9 | SETH CONSTRUCTION COMPANY L6 | Jitendra singh L8 | M/s AMRUT CONSTRUCTION L2 | Messers D C Gurbaxani L5 | M/s SUNRISE CONSTRUCTION L4 | Triconnect Infra Pvt Ltd L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with 3.30 % using specified grade of Bitumen. -- Using Batch mix type hot mix plant , Sensor Paver, vibratory roller.(VG-40 bulk bitumen)
For Km 2/800 to 7/200 | 792 | Cum | 4,484 ₹35,51,328 Lowest | 7,500 ₹59,40,000 | 10,220 ₹80,94,240 | 7,990 ₹63,28,080 | 8,500 ₹67,32,000 | 7,388 ₹58,51,296 | 8,000 ₹63,36,000 | 6,600 ₹52,27,200 | 6,490 ₹51,40,080 |
| 1.10 | For Km 7/200 to 13/000 | 182.7 | Cum | 4,484 ₹8,19,226.8 Lowest | 7,500 ₹13,70,250 | 10,220 ₹18,67,194 | 7,990 ₹14,59,773 | 8,500 ₹15,52,950 | 7,388 ₹13,49,787.6 | 8,000 ₹14,61,600 | 6,600 ₹12,05,820 | 6,490 ₹11,85,723 |
| 2.00 | DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 50 mm compacted thickness. Using Batch mix type hot mix plant , Sensor Paver, Vibratory roller with Stone Dust filler.(VG-40 bulk bitumen)
For Km 2/800 to 7/200 | 1,795.2 | Cum | 9,440 ₹1,69,46,688 | 9,000 ₹1,61,56,800 | 12,458 ₹2,23,64,601.6 | 9,700 ₹1,74,13,440 | 9,750 ₹1,75,03,200 | 9,501 ₹1,70,56,195.2 | 9,900 ₹1,77,72,480 | 9,100 ₹1,63,36,320 | 8,260 ₹1,48,28,352 Lowest |
| 2.10 | For Km 7/200 to 13/000 | 745.42 | Cum | 9,440 ₹70,36,764.8 | 9,000 ₹67,08,780 | 12,458 ₹92,86,442.36 | 9,700 ₹72,30,574 | 10,000 ₹74,54,200 | 9,501 ₹70,82,235.42 | 9,900 ₹73,79,658 | 9,100 ₹67,83,322 | 8,260 ₹61,57,169.2 Lowest |
| 3.00 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen)
For Km 2/800 to 7/200 | 51,744 | Sqm | 11.5 ₹5,95,056 Lowest | 20 ₹10,34,880 | 22 ₹11,38,368 | 23 ₹11,90,112 | 32 ₹16,55,808 | 12.21 ₹6,31,794.24 | 18 ₹9,31,392 | 18 ₹9,31,392 | 35.4 ₹18,31,737.6 |
| 3.10 | For Km 7/200 to 13/000 | 18,562.32 | Sqm | 11.5 ₹2,13,466.68 Lowest | 20 ₹3,71,246.4 | 22 ₹4,08,371.04 | 23 ₹4,26,933.36 | 32 ₹5,93,994.24 | 12.21 ₹2,26,645.93 | 18 ₹3,34,121.76 | 18 ₹3,34,121.76 | 35.4 ₹6,57,106.13 |
| 4.00 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 30 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- using Batch mix type hot mix plant , Sensor Paver, Vibratory roller with Stone Dust filler. (VG-40 bulk bitumen)
For Km 2/800 to 7/200 | 2,692.8 | Cum | 11,171 ₹3,00,81,268.8 | 13,000 ₹3,50,06,400 | 12,695 ₹3,41,85,096 | 11,000 ₹2,96,20,800 | 13,500 ₹3,63,52,800 | 10,600 ₹2,85,43,680 | 10,999 ₹2,96,18,107.2 | 11,900 ₹3,20,44,320 | 10,266 ₹2,76,44,284.8 Lowest |
| 4.10 | For Km 7/200 to 13/000 | 1,242.36 | Cum | 11,171 ₹1,38,78,403.56 | 13,000 ₹1,61,50,680 | 12,695 ₹1,57,71,760.2 | 11,000 ₹1,36,65,960 | 13,750 ₹1,70,82,450 | 10,600 ₹1,31,69,016 | 10,999 ₹1,36,64,717.64 | 11,900 ₹1,47,84,084 | 10,266 ₹1,27,54,067.76 Lowest |
| 5.00 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen)
For Km 2/800 to 7/200 | 89,760 | Sqm | 11.5 ₹10,32,240 Lowest | 20 ₹17,95,200 | 19 ₹17,05,440 | 23 ₹20,64,480 | 27 ₹24,23,520 | 12.21 ₹10,95,969.6 | 15 ₹13,46,400 | 15 ₹13,46,400 | 25.96 ₹23,30,169.6 |
| 5.10 | For Km 7/200 to 13/000 | 41,412 | Sqm | 11.5 ₹4,76,238 Lowest | 20 ₹8,28,240 | 19 ₹7,86,828 | 23 ₹9,52,476 | 27 ₹11,18,124 | 12.21 ₹5,05,640.52 | 15 ₹6,21,180 | 15 ₹6,21,180 | 25.96 ₹10,75,055.52 |
Tender Value
₹12.3 Cr
EMD Value
₹12.3 L
Closing Date
6 Dec 2022, 5:00 pmClosed
S E N H Circle Nagpur
Civil line Nagpur
MAINTENANCE BY BT RENEWAL TO NAGPUR KATOL ROAD NH 353J IN KM 2.800 TO 13.000 IN NAGPUR DISTRICT IN THE STATE OF MAHARASHTRA.
2022_MoRTH_722286_1
NIT-11/EENH/NGP/2022-23
Open Tender
Civil Works - Roads
Item Rate
180 days
Nagpur
please refer Tender Documents
7 documents required · 7 mandatory
₹10,000
Yes
Pay online in Bharatkosh
₹12.3 L
Yes
CE N H Mumbai
25 Jan 2023
7 Nov 2022
7 Dec 2022
7 Nov 2022
6 Dec 2022
23 Nov 2022
21 Nov 2022
Amount
BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with 3.30 % using specified grade of Bitumen. -- Using Batch mix type hot mix plant , Sensor Paver, vibratory roller.(VG-40 bulk bitumen) For Km 2/800 to 7/200
For Km 7/200 to 13/000
DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 50 mm compacted thickness. Using Batch mix type hot mix plant , Sensor Paver, Vibratory roller with Stone Dust filler.(VG-40 bulk bitumen) For Km 2/800 to 7/200
For Km 7/200 to 13/000
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen) For Km 2/800 to 7/200
For Km 7/200 to 13/000
BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 30 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- using Batch mix type hot mix plant , Sensor Paver, Vibratory roller with Stone Dust filler. (VG-40 bulk bitumen) For Km 2/800 to 7/200
For Km 7/200 to 13/000
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen) For Km 2/800 to 7/200
For Km 7/200 to 13/000
Providing laying, spreading and compacting hard murum having PI < 6, including spreading in uniform layers on a prepared surface and compacting with Static roller having weight 8 to 10 MT including necessary artificial watering all materials, labour, machinery, guarding, barracating complete with all leads and lifts of all materials etc. complete.
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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.complete. For Km 2/800 to 7/200
For Km 7/200 to 13/000
Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. For Km 2/800 to 7/200
For Km 7/200 to 13/000
Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900 mm made out of 4.0 mm aluminum composite material bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retroreflective specified back ground, border and back side retroreflective symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class C (Type XI Micro prismatic grade sheeting) shall have 7 years written warranty from the manufacturer and authorized distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location etc. complete
Providing and applying two coats (exterior quality) of flat oil paint of approved colour and shade to the plastered surface in buildings and workshops including scaffolding if necessary, cleaning the surface and preparing surface etc. complete. (excluding primer coat) Km 2/800 to 7/200
Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro- reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2010 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting. Km 2/800 to 7/200
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings For Km 2/800 to 7/200
For Km 7/200 to 13/000
M/s AMRUT CONSTRUCTION
Triconnect Infra Pvt Ltd
M/s SUNRISE CONSTRUCTION
Messers D C Gurbaxani
SETH CONSTRUCTION COMPANY
G N NIKAM
Jitendra singh
Eagle Infra India Ltd
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