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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-Finance | ₹2.4 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.9 Cr+₹52.8 L (22.2%)Accepted-Finance | ₹2.9 Cr+₹52.8 L (22.2%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Non-Responsive |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
25 Sept 2023, 5:00 pmClosed
DGM(P)
Deputy General Manager (P) National Highways and Infrastructure Development Corporation Limited. Regional Office, 2nd Floor, Agnishanti Business Park, Opp. AGP Office GNB Road, Ambari, Guwahati- 781001
Repair and Maintenance of National Highway (NH37) of End of Moran Bypass Bogibeel Junction Section on Existing Highway (Chainage from Km 561.700 to 580.875 Total Length 19.175 km) (at selected locations) in FY 2023 2024
2023_NHIDC_771734_1
RO/A-D/M-B/MNR/Tender/23-24/1
Open Tender
Civil Works
Item Rate
90 days
Assam
Please refer Tender Documents
5 documents required · 5 mandatory
₹11,800
NHIDCL
₹4.4 L
NHIDCL, RO Guwahati
15 Nov 2023
15 Sept 2023
26 Sept 2023
15 Sept 2023
25 Sept 2023
15 Sept 2023
15 Sept 2023 - 18 Sept 2023
19 Sept 2023
Amount
Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means) (including cost of testing of materials at site and laboratory as directed by the deptt.) (I) with Bitumen emulsion CSS-1h
Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressurre distributor at the rate of 0.20 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom (including cost of testing of materials at site and laboratory as directed by the deptt.) (I) with Bitumen emulsion CSS-1h (c) Granular surface Treated with Primer Rate Rs./cum including lead
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 sb base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant)
Dense Graded Bituminous Macadam (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 and filler transporting the hot miox to work site,laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507. complete in all respect. ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant ) ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (I)'with 30/40 or VG-40 grade bitumen (msa>30)
Bituminous Concrete (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 control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 509 complete in all respects) (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) (b) With rock dust as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 30/40 or VG-40 grade bitumen (msa>30)
Construction of Sub-Grade and Earthen Shoulders (Construction of Sub-Grade and Earthen Shoulders with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading,grading to required slope and compacted to meet requirement of table (300-2) (including compensation of earth) (a), (including cost of testing of material at site and laboratory as directed by the deptt.) a. from private land
Compacting original ground supporting subgrade (loosening of the ground upto a level of 500mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction)
Retro reflective Trafic sign: Providing and erecting of Retro-Reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting, 2mm thick fixed on a angle iron of 25x25x4mm supported on a miled steel angle iron post 75mm x 75mm x 6mm firmely fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign.(All the steel work must be Tata/Sail/or any approved brand 80 cm x 60 cm Rectangular
Retro reflective Trafic sign: Providing and erecting of Retro-Reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting, 2mm thick fixed on a angle iron of 25x25x4mm supported on a miled steel angle iron post 75mm x 75mm x 6mm firmely fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign.(All the steel work must be Tata/Sail/or any approved brand 60 cm Circular
Retro reflective Trafic sign: Providing and erecting of Retro-Reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting, 2mm thick fixed on a angle iron of 25x25x4mm supported on a miled steel angle iron post 75mm x 75mm x 6mm firmely fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign.(All the steel work must be Tata/Sail/or any approved brand 60 cm Equilateral Traingle
Retro reflective Trafic sign: Providing and erecting of Retro-Reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting, 2mm thick fixed on a angle iron of 25x25x4mm supported on a miled steel angle iron post 75mm x 75mm x 6mm firmely fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign.(All the steel work must be Tata/Sail/or any approved brand 90 cm Equilateral Traingle
Retro reflective Trafic sign: Providing and erecting of Retro-Reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting, 2mm thick fixed on a angle iron of 25x25x4mm supported on a miled steel angle iron post 75mm x 75mm x 6mm firmely fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign.(All the steel work must be Tata/Sail/or any approved brand 90 cm High Octagon
Retro reflective Trafic sign: Providing and erecting of Retro-Reflectorised cautionary, mandatory & informatory sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting, 2mm thick fixed on a angle iron of 25x25x4mm supported on a miled steel angle iron post 75mm x 75mm x 6mm firmely fixed to the ground by means of properly design foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign.(All the steel work must be Tata/Sail/or any approved brand 90 cm x 30 cm
Dismentaling of Flexible Pavements (Dismentaling of flexible pavements and disposal of dismentalled materials up to a lead of 1000m, stacking serviceable and unserviceable materials separately) Bituminous Course
Drum Delineator in Construction Zone (Provision of metal drum/empty bitumen drum delineator, 300mm in dia. 800mm height, filled with earth for stability, painted in circumferential strips of alternate black & white 100mm wide fitted with reflector 3 nos of 7.5cm dia., all as per IRC:SP:55-2001)
Flagman (Positioning of a smart flagman with yellow vest and a yellow cap and a flag 600x600mm securely fastened to a staff 1m in length for guiding the traffic)
Traffic cones: With rubber base and reflective of 7 inch sleeve, height = 750mm, bottom square:385mm and weight 4.00 kg
Bamboo Barricade-Providing split bamboo diagonally wooven lining over slope of bridges, abutments and road embankment etc. secured to the ground at least 70cm long bamboo pegs and half bamboo horizontally at 100cm center to center both ways complete as directed
Removal of existlng asphaltlc wearing coat comprising of 50 thick asphaltlc concrete lald over 12 mm thlck mastic asphalt incl‹›dlng disposal with all lift and lead uptn 1000m.
Applying a high strength,high performance epoxy rasin based repair mortar like Nitomortar S of Fosroc Chemicals or MasterProtect 1890 of BASF or equivalent, a three component epoxy resin with a density not greater than 2000 kg/m3 over leached, honey combed and spalled concrete surface. The cured mortar shall achieve a compressive strength of 60 N/mm2, a flexural strength of 20 N/mm2 and a tensile strength of 10 N/mm2 when tested at 7 days.
Providing and Fixing in position 20mm thick MS plates by 12 mm Dia anchor bolts, top surface of which should be made corrugated by welding 6 mm thick chequered plates over it all complete. MS Plate 20mm
Providing and Fixing in position 20mm thick MS plates by 12 mm Dia anchor bolts, top surface of which should be made corrugated by welding 6 mm thick chequered plates over it all complete. MS Chequered Plate, 6 mm
Providing and Fixing in position 20mm thick MS plates by 12 mm Dia anchor bolts, top surface of which should be made corrugated by welding 6 mm thick chequered plates over it all complete. Providing and fixing of Nut
Specialized Agency for welding the chequred plate with MS plate, Fixing the Nut with the existing Slab & Plate by drilling hole and filling with epoxy
Ganpati Builders
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