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NTID 46531960
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💬 Talk to Our Bidding ExpertCorrigendum Repair To Road A in Kalol - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Repair To Road A" in Kalol, India.
- Opening Date : Wed 23rd September, 2026
- Closing Date : Mon 21st September, 2026
- ₹ 5000000.00
- NTID 46531960
Key Values: Document Cost: 500.00 | EMD: 100000.00 | Estimated Cost: 5000000.00
Tender Description
Corrigendum : Repair To Road At Zone A At Af Stn Wadsar Under Ge Af Chiloda
Documents
Get Complete Tender Details Now - Download the Document!
Download Now – Only ₹200-
Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
100000.00 -
Document Cost
500.00 -
Estimated Cost
5000000.00
BOQ Items Total Items : 17 | Total Qty : 5206
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | M&L for scarifying or picking Exc 50 mm and n exc 100 mm deep gravelled, macadam or bituminous macadam surfaces in area exc 400 sqm and removing n exc 50 metres and stacking or as specified | 120 | 10 Sqm |
| 2 | M & L for preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with air compressor and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc complete all as specified and directed. | 1181 | 10 Sqm |
| 3 | M&L for applying evenly a tack coat of Cationic Bitumen Emulsion (RS-1) conforming to IS: 8887 at a rate of application of 0.2-0.3 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer after cleaning of existing surface as specified and directed. | 1181 | 10 Sqm |
| 4 | 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 automatic and temperature controlled hot mix plant with an electronic operated 100-120 TPH batch type hot mix plant, 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) Computerized print out of data of bituminous concrete in automatic and temperature controlled hot mixing plant shall be provided to the GE by contractor. AGE (C) shall be ensure the same before payment of any RAR/ Final Bill and kept in records duly signed by contractor/Engr-in-Charge. (iv) 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 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 | 1181 | 10 Sqm |
| 5 | (v) After spreading of Mix as per clause 507.4.7 of MoRTH (5th Rev) entire surface during the operation shall be rolled with Power road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6 to 8 tonne smooth wheel tandem roller as per Clause Nos 507.4.8 of MoRTH (5th Rev) and cost of the same is deemed to be included in quoted unit rate. (vi) Cost of filler i.e, cement lime etc is deemed to be included in quoted rates. (vii) Job mix formula shall be approved by Accepting Officer. |
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