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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹34.6 LAccepted-AOC AT ROAD HATIALI PO CHABUA DIST DIBRUGARH ASSAM 786184 | CHABUA | DIBRUGARH | ASSAM | 786184 | 1 | Accepted-AOC ACCEPTED | |
| 2 | 2₹35.2 L+₹59,447.30 (1.72%)Rejected-Finance | 2 | Rejected-Finance REJECTED NOT BEING LOWEST TENDERER | |
| 3 | 3₹35.4 L+₹77,271.40 (2.23%)Rejected-Finance PO CHABUA DISTT DIBRUGARH ASSAM 786184 | CHABUA | DIBRUGARH | ASSAM | 786184 | 3 | Rejected-Finance REJECTED NOT BEING LOWEST TENDERER |
Tender Value
₹34.8 L
EMD Value
₹69,640
Closing Date
19 Mar 2025, 6:00 pmClosed
CWE(AF) JORHAT
HQ CWE (AF) JORHAT ROWRIAH 785004
84102/E8 REPAIRS TO ROADS INCLUDING ROAD FURNITURE IN TECH AREA AT AF STN CHABUA UNDER GE AF CHABUA
2024_MES_690127_2
84102/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
GE(AF) CHABUA
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
G E (AF) CHABUA
₹69,640
Yes
1 Apr 2025
27 Feb 2025
20 Mar 2025
27 Feb 2025
19 Mar 2025
6 Mar 2025
Amount
M&L Repairs to Potholes any Depth, not exc. 1.00 Sqm Each including Sweeping Free from Dust and Mud or Water, Scoring Sunken Surfaces in Roads, Paths, etc., Cutting around Edges to at least 25mm in Depth, Making Good by applying tack coat @ 5.00 Kg Per 10 Sqm, Putting in Premixed Bituminous Macadam, Well Rammed and Sealed with Binder (V-30) @ 9.80 Kg Per 10 Sqm, blinded with 0.09 Cum of Stone Chippings, 6.3mm Size and again Well Rammed (including Supply of Premixed Macadam, Binder and Chippings) Depth of Potholes exc. 30mm, complete all as specified and as directed. NOTE : The Potholes to be execute in Independent Locations only.
Scarifying or Picking Graveled, Macadam or Bituminous Macadam Surfaces in Area exc. 400 Sqm and depth exc. 50mm and n exc. 100 mm and Removing from Site and depositing to Low Lying Area, complete all as specified and as directed.
Supplying, Laying & Compacting 75mm thick (Compacted thickness) Wet Mix Macadam (WMM) Grading as per Table 400-13 of MoRTH Specifications for Road and Bridge Works 2013, Manufactured in WMM Plant Materials Comprising of Clean, Crushed, Graded Aggregate and Granular Materials Pre-mixed with Water to a Dense Mass, Spreading with Sensor Paver and Rolling with Vibratory Roller of Capacity 80-100 KN Static Weight and Consolidating to required Gradient and Camber and Finished Surface Tolerances to be as per Table 900-1 of MoRTH Specifications for Road and Bridge Works 2013, complete all as specified and as directed.
M&L Premix Bituminous Macadam (Consolidated thickness 75mm or less) with Using Paving Bitumen of VG 30 Grade as Binder 4.0% by Weight of Total Mix, Laid, Rolled and Compacted to required Gradient and Camber required, complete all as specified and as directed. NOTE : Premix Bituminous, Macadam will be designed as IS and as specified in the Particular Specifications. Contractor will Quote Unit Rate considering Bitumen Contents as specified here-in-above. In case of any variation in Binder Content on Minus side, the same will be adjusted @ Rs. 65.00 PER KG of Binder/ Bitumen. However, no Price Adjustment in the Quoted Unit Rate will be made on Plus side. Cost of Filler will deem to be include in the Quoted Unit Rate.
M&L Preparing Wet Mix Macadam (WMM) by brushing with Wire Brushes for Removing Caked, Mud, etc., Sweeping with Brooms and Finally Fanning the Cleaned Surface with Air Compressor to Remove all Loose Dirt, etc., complete all as specified and as directed.
M&L Preparing Black Top Surfaces by brushing with Wire Brushes for Removing Caked, Mud, etc., Sweeping with Brooms and Finally Fanning the Cleaned Surface with Air Compressor to Remove all Loose Dirt, etc., complete all as specified and as directed.
M&L Applying Evenly a Priming/ Tack Coat with Bituminous Primer Using Paving Bitumen (VG-10) @ 10 Kg Per 10 Sqm on Unsurfaced Water Bound Macadam, complete all as specified and as directed.
M&L Applying Evenly a Priming/ Tack Coat with Bituminous Primer Using Paving Bitumen (VG-10) @ 5.0 Kg Per 10 Sqm on Old Bituminous Carpet Surface, complete all as specified and as directed.
M&L Bituminous Premix Semi Dense Asphaltic Concrete (SDAC) 40mm Consolidated thickness with 5.5% Binder Content (Using Paving Bitumen VG 30) by Weight of Total Mix, Laid with Propelled Mechanical Paver, Rolled and Compacted to required Camber and Gradient using Power Roller exc. 8 Tonne and not exc. 12 Tonne Capacity, complete all as specified and as directed. NOTE : Semi Dense Asphaltic Concrete (SDAC) will be designed as specified in the Particular Specifications. Contractor will Quote Unit Rate considering Bitumen Contents as specified here-in-above. In case of any variation in Binder Content on Minus side, the same will be adjusted @ Rs. 65.00 PER KG of Binder/ Bitumen. However, no Price Adjustment in the Quoted Unit Rate will be made on Plus side. Cost of Filler is deem to be include in the Quoted Unit Rate.
M&L Preparing Bituminous Surfaces of Road and Marking 2.5mm thick Centre Lines, Stop Lines, Dashes, Arrows, etc. and the like not exc. 10 Cm Wide on Roads, Pavements with Hot Applied Thermo-plastic Road Marking Paint of Approved Colour, Confirming to BS 3262-1989 with Special Applicator Machine all as per Manufacturers Instructions, complete all as specified and as directed.
M&L Cat Eye Solar Reflective type of Metal Body Alloy of Size 100x100x20mm with PAMA Strip Lens Reflector of Model No. DA 972.0 fixed with and including MS Stud of suitable Size all as per Manufactures Instructions including Taking up/ out Old Unserviceable Cat Eye of any description, complete all as specified and as directed.
DEDUCT AGAINST "TOTAL AMOUNT OF CREDIT" Bidders will must QUOTE the EQUAL AMOUNT (as per SCHEDULE OF CREDIT at SERIAL PAGE No. 17 of Tender Documents) under Column 'UNIT RATE' (M) against ROW No. 24
Dilip Kumar (BID ID -3260818)
M/s KL Agarwalla & Co (BID ID -3260811)
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