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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.7 LAccepted-Finance BAMUNIMAIDAM MRD ROAD HOUSE NO 48 CITY GUWAHATI PO BAMINIMAIDAM PS NOONMATI DISTRICT KAMRUP METRO PIN 781021 | KAMRUP METRO | ASSAM | 781021 | ₹36.7 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹39.5 L+₹2.7 L (7.43%)Rejected-Finance NORTH BONGAON P O P S RANGIA KAMRUP ASSAM 781354 | KAMRUP | ASSAM | 781354 | ₹39.5 L+₹2.7 L (7.43%) | L2 | Rejected-Finance Being L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non Responsive |
| Sl No | Description | Qty | Unit | M/S. Prakalpa L1 | ABDUR REKIB L2 |
|---|---|---|---|---|---|
| 1.00 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with with all leads and lifts) | 1,680 | Sqm | 100 ₹1,68,000 Lowest | 400 ₹6,72,000 |
| 2.00 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401 (Including all leads, lifts and carriage)
for grading- II Material | 252 | Cum | 1,500 ₹3,78,000 Lowest | 2,200 ₹5,54,400 |
| 3.00 | 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 sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (Including all leads, lifts and carriage) | 252 | Cum | 3,000 ₹7,56,000 Lowest | 3,100 ₹7,81,200 |
| 4.00 | 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. | 1,680 | sqm | 1,400 ₹23,52,000 | 1,071 ₹17,99,280 Lowest |
| 5.00 | Clearing, cleaning, deepening and reshaping of roadside unlined/kaccha drains and making shallow kaccha lateral drains on shoulders wherever required including removal and disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer- in-Charge and as per Maintenace Standards Clause no. 3.1
a) Drains having depth upto 0.6 meter | 400 | Rm | 50 ₹20,000 Lowest | 350 ₹1,40,000 |
Tender Value
Refer Docs
EMD Value
₹44,342
Closing Date
25 Jun 2026, 2:00 pmClosed
The Chief Engineer, PWD, NH Works, Assam
O/O The CE PWD NH Works Assam, Chandmari, Ghy-3
Urgent Restoration of waterlogged stretch at Km 17/900 (in front of Hajo Revenue Circle Office) of NH-427 with GSB, WMM and Interlocking Concrete Block Pavement. (Under Contingency Provision of Job No. 427/AS/2022-23/245)
2026_MoRTH_911801_1
NHR 09/2026/2
Open Tender
Civil Works
Item Rate
240 days
Guwahati
Please refer Tender Documents carefully.
7 documents required · 7 mandatory
₹1,000
Regional Pay and Accounts Officer NH, MORTH, GHY
₹44,342
O/O The CE PWD NH Works Assam, Chandmari, Ghy-3
28 Jul 2026
5 Jun 2026
26 Jun 2026
5 Jun 2026
25 Jun 2026
5 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with with all leads and lifts) | 1,680 | Sqm | 1 | ₹1,680 |
| 2 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401 (Including all leads, lifts and carriage)
for grading- II Material | 252 | Cum | 1 | ₹252 |
| 3 | 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 all leads, lifts and carriage) | - | Cum | 1 | - |
| 4 | 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. | - | sqm | 1 | - |
| 5 | Clearing, cleaning, deepening and reshaping of roadside unlined/kaccha drains and making shallow kaccha lateral drains on shoulders wherever required including removal and disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer- in-Charge and as per Maintenace Standards Clause no. 3.1
a) Drains having depth upto 0.6 meter | - | Rm | 1 | - |
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