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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | ₹2.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.6 Cr+₹26,329 (0.10%)Admitted-Finance | ₹2.6 Cr+₹26,329 (0.10%) | L2 | Admitted-Finance |
| 3 | L3₹2.6 Cr+₹1.1 L (0.42%)Admitted-Finance 259 JAY RAM NAGAR KHAMBHAPUR ROAD FATEHPUR FATEHPUR UTTAR PRADESH 212601 | FATEHPUR | UTTAR PRADESH | 212601 | ₹2.6 Cr+₹1.1 L (0.42%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S. GUPTA CONSTRUCTION L1 | M/s. A.R. Construction L2 | ms laxmi construction company L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft
murum including dressing section to the required grade, camber and
side slopes and conveying the excavated materials with all lifts upto a
lead of 50m. and spreading for embankment or stacking as directed. | 594 | One Cubic Meter | - | - | - |
| 2.00 | Providing earth work in embankment with approved materials
obtained from other sources upto lead of 50m. including all lifts,
laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to
the required lines, curves, grades & section, watering and compaction
with vibratory roller with V-Sat attachment to achieve not less than
97 % of standard proctor density etc. complete ( Material obtained
from Other sources) | 594 | One Cubic Meter | - | - | - |
| 3.00 | Supplying hard murum/ kankar at the road site, including
conveying and stacking complete. | 1,111.5 | One Cubic Meter | - | - | - |
| 4.00 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401--Plant Mix Method and Grading - I Material | 1,413 | One Cubic Meter | - | - | - |
| 5.00 | Wet Mix Macadam --Providing, laying, spreading and compacting graded stone aggregate to 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. Laying By Grader/Paver. | 1,323 | One Cubic Meter | - | - | - |
| 6.00 | Primecoat-Providing and applying primer coat with bitumen emulsionon prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60kg/sqm using mechanical means. | 1,700 | sqm | - | - | - |
| 7.00 | 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 80/100 mm compacted thickness with 3.3% using specified grade of Bitumen.--USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller. (VG-30 bulk bitumen rates are considered to arrive at rates) Including 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 3kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) | 45 | One Cubic Meter | - | - | - |
| 8.00 | 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 percent 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 76-100 mm compacted thickness. USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-40 bulk bitumen rates are considered to arrive at rates) Including 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 3kg/10 sqm. (VG-40 bulk bitumen rates are considered to arrive at rates) | 679.25 | One Cubic Meter | - | - | - |
| 9.00 | BITUMINOUS CONCRETE:-Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @5.20 percent 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 50 mm compacted thickness with specified grade of Bitumen, For Bitumen ofspecified grade--USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) Including 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 3kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates) | 407.55 | One Cubic Meter | - | - | - |
| 10.00 | 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. | 815.1 | Sqm | - | - | - |
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
19 Mar 2020, 5:30 pmClosed
1. Executive Engineer, National Highway Division,
1. Executive Engineer, National Highway Division, Gadchiroli.
Strengthening to Sakoli-Wadsa-Armori-Gadchiroli-Chamorshi-Ashti-Alapalli-Repanpalli-Sironcha Road NH 353 C in Km.224/00 to 318 Section (Partial Flood Damages Streches Total Length 2.470 Km.) Alapalli to Nandigram Village. (Taluka Sironcha) Of Gadchi
2020_MoRTH_552553_1
34/EENH/GAD/2019-20/731
Open Tender
Civil Works - Roads
Item Rate
180 days
Alapalli
AS per tender documents
2 documents required · 2 mandatory
₹2,240
GM MoRTH
₹4.6 L
27 Apr 2020
14 Mar 2020
20 Mar 2020
14 Mar 2020
19 Mar 2020
14 Mar 2020
14 Mar 2020 - 18 Mar 2020
Amount
Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed.
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401--Plant Mix Method and Grading - I Material
Wet Mix Macadam --Providing, laying, spreading and compacting graded stone aggregate to 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. Laying By Grader/Paver.
Primecoat-Providing and applying primer coat with bitumen emulsionon prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60kg/sqm using mechanical means.
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 80/100 mm compacted thickness with 3.3% using specified grade of Bitumen.--USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller. (VG-30 bulk bitumen rates are considered to arrive at rates) Including 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 3kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)
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 percent 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 76-100 mm compacted thickness. USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-40 bulk bitumen rates are considered to arrive at rates) Including 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 3kg/10 sqm. (VG-40 bulk bitumen rates are considered to arrive at rates)
BITUMINOUS CONCRETE:-Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @5.20 percent 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 50 mm compacted thickness with specified grade of Bitumen, For Bitumen ofspecified grade--USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) Including 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 3kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates)
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.
Spreading hard murum for side width etc. complete
Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.
Providing and fixing of retro reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of 4mm aluminum composite material ( ACM) sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity microprismatic grade sheetingHIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:672012 Table No 8.3, supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint & supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity microprismatic grade sheetingHIP) sheeting shall have 7 years written warranty from the manufacturer & authorised distributor/convertor issued for field performance including the screen printed areas and cutout sheeting and cutout durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.
Providing and fixing cautionary/warning sign board of size 60cm. having shape of equilateral triangle with apex point upwards. prepared on 16 gauge M.S. sheet including painting with one coat of zinc cromate stoving primer and two coats each of white back ground, red border and back side gray stove enamelled, bonded with cut out of Retro reflective sheet Engineering grade, symbol/letters/numerals/border/arrow, coated with non peal able crystal clear protective transparent coat retaining 100% reflection including one number of M.S. Angle iron post of size 50x50x5mm of 3.65m. long inflated at bottom drilled on top in one piece without joint painted with white and black bands of 30cm. fixing board and post with 2Nos. high strength G.I.bolts andnutsofsize10mmdia.and20mmlongincludingalltaxes,conveying,fixingingroundwith cement concrete 1:4:8 block of 60cmx60cmx75cm size etc.complete. 60cm.equilateral triangle M.S. sheet with Engineering grade,
M/s. A.R. Construction
ms laxmi construction company
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