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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.8 CrAccepted-Finance | ₹25.8 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹27.1 CrRejected-Finance J HOUSE B 103 SOUTH CITY 1 SECT 30 NEAR SIGNATURE TOWN GURUGRAM 122001 | GURUGRAM | GURUGRAM | HARYANA | 122001 | ₹27.1 Cr | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Non-Responsive |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Non-Responsive |
Updated dates
Tender Value
₹25.8 Cr
EMD Value
₹51.6 L
Closing Date
2 Mar 2026, 5:00 pmClosed
General Manager (P)
General Manager (P), National Highways and Infrastructure Development Corporation Limited. Regional Office, 2nd Floor, AgnishantiBusiness Park, Opp. AGP Office GNB Road, Ambari, Guwahati- 781001
Short term maintenance Contract at selected locations between Km 0.00 to km 65.00 of Pailapool - Hangrum in the State of Assam during the year 2025-2026
2026_NHIDC_899018_1
AS/SIL/STMC/NH137GPaiHan/25-26
Open Tender
Civil Works
365 days
Assam
Please refer Tender Documents
5 documents required · 5 mandatory
₹11,800
NHIDCL
₹51.6 L
NHIDCL, RO Guwahati
27 May 2026
17 Feb 2026
3 Mar 2026
17 Feb 2026
2 Mar 2026
17 Feb 2026
17 Feb 2026 - 19 Feb 2026
20 Feb 2026
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) II By Mechanical Means A. Bituminous course
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 )
Prime coat A. Prime coat (Providing and applying primmer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means.) (Including cost of testing of materials at site and laboratory as directed by the deptt.) (ii) With Bitumen Emulsion-CSS-1 (IS- 8887-2004)
Tack Coat Providing 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. (Including cost of testing of materials at site and laboratory as directed by deptt.) (II) With Bitumen Emulsion CSS-1 (IS:8887-2004) (c) Granular Surfaces treated with primer
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 [email protected] to 4.5% by weigh of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensocontrol 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. 507 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) (l)'with 60/70 or VG-30 grade bitumen for Grading II (19 mm nominal size)
Tack Coat Providing 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. (Including cost of testing of materials at site and laboratory as directed by deptt.) (II) With Bitumen Emulsion CSS-1 (IS:8887-2004) (a) Normal Bituminous Surface
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 reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoR&TH cl. no.509. complete in all respect. (b). With rock dust as filler (refer table 500-9 of MoRT&H Specification) (I) with 60/70 or VG 30 - (ii) for Grading II (13 mm nominal Size) Note: DLP of 12 months is applicable for this item
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. )
Providing and laying of inter locking concrete block pavement (ICBP) with cement concrete paver blocks as per IS 15658-2006 of thickness 80mm and of specific 28 days compressive strength over a layer of bedding sand of compacted thickness 30mm, laid either in stretcher/ running/ herringbone pattern of bonds as directed by the engineer in charge and in proper level and grade and compacted with appropriate equipment such as plate vibrator along with spreading of a thin layer of joint filling sand to fill up the gaps between blocks including construction of edge restraint wherever required complete as per drawing and technical specification clause 1504 of MORD. (Including Sand Filling) Note: DLP of 12 months is applicable for this item
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 and conforming to the MoRT&H specifications Note: DLP of 12 months is applicable for this item
Hill Side Drain Clearance (Removal of earth from the choked hill side drain and disposing it on the valley side manually)
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