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| Tender ID | 4952901 |
|---|---|
| Organisation Name | Military Engineer Services |
| Tender Brief | Corrigendum : Repairs To Road, Berm, Path, Road Furniture In Domestic And Tech Area At Af Stn Barnala Under Ge (af) Halwara |
| Last Date For Submission | 10th Aug, 2026 |
| Opening Date | 12 Aug, 2026 |
| Document Cost | 500.00 |
|---|---|
| EMD | 79980.00 |
| Estimated Cost | 3999000.00 |
| City | Bhisiana |
|---|---|
| State | Punjab |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Material and labour for Preparing on black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed by Engr-in-Charge. | 700.00 | XSqm |
| 2 | Material and labour for preparing existing black top surface 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 from black top surface and applying evenly a priming /tack coat with bitumen grade VG-10 @ 5Kg per 10 Sqm complete all as specified and as directed by Engineer in Charge. Note : This item shall be used only where BM is in patches and to be covered by top layer after 48 hours. | 1225.00 | XSqm |
| 3 | Material and labour for premixed bituminous macadam laid/rolled with power roller 8 to 12 tone roller and compacted to required gradient & camber (consolidated thickness 50mm) and binder 4% (Viscocity grade Bitumen VG-30) by weight of total mix all as specified laid over priming /Tack coat. Note:- Preparing of surfaces and and primig coat will be measured and paid for seprate under sub sequent item. | 40.00 | Cum |
| 4 | Providing and laying Premix Bituminous semi dense asphaltic Concrete 30mm consolidated thickness with 5.5% binder (paving bitumen of grade VG-30) content by weight of total mix and crushed aggregates of grading 2 with mixing of agrgregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from the plant to work site by tippers and laying with mechanical paver finisher and as per approved mix and rolled & compacted to required camber and gradient with vibromatic roller, complete all as per Clause 507 MORTH (5th Rev) specification and as specified and directed. Notes : (i) The contractor shall quotes the rate against this Item considering 5.5% VG-30 bitumen content. Job Mix Formula as per CIause. No. 505.3.3 of MORTH (5th Rev) for BC shall be worked out from Zonal laboratory/ Govt Engineering Colleges/ IIT/NIT/CTL or any E-in-C/ MES approved lab for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the GE for approval. Any variation in binder content on minus side shall be adjusted @ Rs 52/kg of binder and no adjustment shall be made on plus side. (ii) Cost of filler i.e. cement (Ordinary portland cement/OPC) is deemed to be included in quoted unit rate. (iii) After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with 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 tendom roller as per Clause Nos. 507.4.8 and cost of the same is deemed to be included in quoted unit rate. | 700.00 | XSqm |
| 5 | Material and labour for preparing bituminous surfaces of road and marking 2.5mm thick centre line, stop lines, dashes, arrows etc and the like n.exc 10cm wide on roads pavements with hot applied thermoplastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine including cleaning and drying the surface all as per manufacturers instructions complete all as specified and as directed by Engineer in Charge. | 3408.00 | RM |
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