Tender For Resurfacing And Repairs To Road And Road Furniture At Makarpura Harni C And Harni Airfield At Afs Vadodara
Tender Value
65.22 Lakhs
Estimated cost
Bid Submission
22 Oct 2026
7 days left
EMD
1.22 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Vadodara → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Resurfacing And Repairs To Road And Road Furniture At Makarpura Harni C And Harni Airfield At Afs Vadodara
BOQ
| Sl. No. | Item Description |
| 1 | M&L for repair to potholes any depth not exc 1 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 (VG-10) @ 5 Kg/10Sqm, putting in premixed bituminous macadam, well rammed and sealed with binder 9.8 Kg/10Sqm , blinding with 0.09cum of stone chippings, 6.3mm size and again well rammed ( including supply of premix macadam, binder and chippings). Depth of pot holes n exc.30mm complete all as specified and directed. |
| 2 | M&L for preparation of existing black top surfaces of road by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning cleaned surfaces with gunny bags to remove all loose dirt etc, complete all as specified and directed. |
| 3 | M&L for applying evenly a priming/tack coat with bituminous primer using paving bitumen (VG-10) at the rate 5 kg per 10 Sqm, complete all a sspecified and directed |
| 4 | M& L for providing, laying, spreading premix bituminous macadam with crushed and graded stone aggregate mixed together with 4% of paving bitumen of grade VG-30 by weight of the total mix, including heating the bitumen to the required temperature, mixing bituminous macadam in temperature controlled hot mix plant with capacity of 100-120 TPH, transporting the hot mix from HMP to the work site by tippers, and laying and spreading uniformaly by means of hydryostatic paver finisher, and rolling and consolidating to the required gradient and camber (consolidated thickness 75 mm or less) with 8 to 12 tonne smooth wheeled, vibratory and tandem power roller, complete in all respect as per Clause 507 MoRTH (5th Rev) specification and as specified and as directed.Note :-(i) The contractor shall quote the rate against item considering 4% VG-30 bitumen content. Job Mix Formula as per Clause No 505.3.3 of MoRTH( 5th Rev) for BM shall be obtained CRRI/IIT, SEMT wing CME Pune or NIT or Govt Engineering College or Govt approved NABL accredited Lab for obtaining Optimum Binder Content(OBC) by the contractor without any financial effect to the Department and same shall be submitted to the Accepting Officer for approval. Any variation in binder content on Minus side shall be adjusted @ Rs 50/Kg of binder and no adjustment shall be made on Plus side.(ii) The Bituminous Macadam(BM) shall be covered with top layer/wearing course within a maximum of 48 hours. If there is to be any delay by the contractor the course shall be covered by seal coat to the requirement of Clause 512 of MoRTH(5th Rev) before opening to the traffic. The seal coat in such cases shall be considered incidental to the work and shall not be paid for separately.(iii) Job Mix formula shall be approved by Accepting Officer. |
| 5 | (iv) Cost of all the materials, T&P labour etc required for providing and laying bituminous macadam including procurement of bitumen as specified here-in-before, stone aggregates & sand, cement etc, rolling and all other elements required for entire completion of the job shall be deemed to be included in the unit rate quoted for this item. (v) Contractor shall ensure original purchase vouchers & bitumen obtained from primary producers, print out slip of bituminous concrete from the HMP for actual quantity executed at site and Jobmix/design mix formula duly approved for claiming of payment. .(vi) The contractor to procure Bitumen from the primary produces (IOC, BPCL & HPCL) only. No bitumen other than the specified manufacturer will be permitted. |
| 6 | M&L for laying and spreading 30mm thick (consolidated thickness) Premix Bituminous semi dense asphaltic concrete (SDAC) as per design based on Job mix formula with 5.5% bitumen binder content (bitumen of grade VG-30) by weight of total mix including heating the bitumen to the required temperature, mixing bituminous concrete in temperature controlled hot mix plant with capacity of 100-120 TPH , transporting the hot mix from HMP to work site by tippers, laying & spreading uniformly by means of hydrostatic paver finisher, and rolling and cosolidation to the required gradient and camber with 8 to 12 tonne smooth wheeled, vibratory, and tandem power roller, complete in all respects as per Clause 507 MoRTH (5th Rev) specification and all as specified and as directed. Note :-(i) Paving bitumen of Grade VG-30 for SDAC shall be used and procured by the contractor under his own arrangement and at his own cost. (ii) Cost of all the materials, T&P labour etc. required for providing and laying bituminous concrete (SDAC) including procurement of bitumen as specified here-in-before, stone aggregates & sand, cement etc., rolling and all other elements required for entire completion of the job shall be deemed to be included in the unit rate quoted for this item.(iii) The contractor shall quotes the rate against item considering 5.5% VG-30 bitumen content. Job Mix Formula as per Clause No 505.3.3 of MoRTH (5th Rev) for BC shall be worked out from CPRI / IIT, SEMT wing or NIT or Govt Engineering College or Govt approved NABL accredited Lab for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Department and the same be submitted to the Accepting Officer for approval. Any variation in binder content Minus side shall be adjusted @ 50/Kg of binder and no adjustment shall be made on Plus side(iv) Contractor shall ensure original purchase vouchers & bitumen obtained from primary producers, print out slip of bituminous concrete from the HMP for actual quantity executed at site and Jobmix/design mix formula duly approved for claiming of payment. Please Enable Macros to View BoQ information |
| 7 | M&L for laying and spreading 30mm thick (consolidated thickness) Premix Bituminous semi dense asphaltic concrete (SDAC) as per design based on Job mix formula with 5.5% bitumen binder content (bitumen of grade VG-30) by weight of total mix including heating the bitumen to the required temperature, mixing bituminous concrete in temperature controlled hot mix plant with capacity of 100-120 TPH , transporting the hot mix from HMP to work site by tippers, laying & spreading uniformly by means of hydrostatic paver finisher, and rolling and cosolidation to the required gradient and camber with 8 to 12 tonne smooth wheeled, vibratory, and tandem power roller, complete in all respects as per Clause 507 MoRTH (5th Rev) specification and all as specified and as directed. Note :-(i) Paving bitumen of Grade VG-30 for SDAC shall be used and procured by the contractor under his own arrangement and at his own cost. (ii) Cost of all the materials, T&P labour etc. required for providing and laying bituminous concrete (SDAC) including procurement of bitumen as specified here-in-before, stone aggregates & sand, cement etc., rolling and all other elements required for entire completion of the job shall be deemed to be included in the unit rate quoted for this item.(iii) The contractor shall quotes the rate against item considering 5.5% VG-30 bitumen content. Job Mix Formula as per Clause No 505.3.3 of MoRTH (5th Rev) for BC shall be worked out from CPRI / IIT, SEMT wing or NIT or Govt Engineering College or Govt approved NABL accredited Lab for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Department and the same be submitted to the Accepting Officer for approval. Any variation in binder content Minus side shall be adjusted @ 50/Kg of binder and no adjustment shall be made on Plus side(iv) Contractor shall ensure original purchase vouchers & bitumen obtained from primary producers, print out slip of bituminous concrete from the HMP for actual quantity executed at site and Jobmix/design mix formula duly approved for claiming of payment. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysOct 24, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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