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| Tender ID | 3778600 |
|---|---|
| Organisation Name | Rajya Krishi Utpadan Mandi Parishad |
| Tender Brief | Repairing Link Road Madhwapur Bhathe Se Uska Lakhnapaar Bandhe Tak |
| Last Date For Submission | 7th Apr, 2026 |
| Opening Date | 07 Apr, 2026 |
| Document Cost | 14600.00 |
|---|---|
| EMD | 612000.00 |
| Estimated Cost | 8221000.00 |
| City | Basti |
|---|---|
| State | Uttar Pradesh |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m lead. SI No 253 | 3087.00 | Cum |
| 2 | Providing and laying 7.50 cm compacted thickness of stone aggregate of specific sizes 22.4-53 mm of water bound macadam specification incluiding spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 Kn in stage to proper grade and camber applying and brooming stone dust to fill-up the interstices of coarse brooming stone dust to fill-up the interstices of coarse aggregate watering and compacting to the required dencity grading-3 as per technical Speicification clause 405 including cost of material, roller, cartage, loading, unloading, labour and all taxes complete or as per direction of Engineer in charge. | 551.25 | Cum |
| 3 | Providing and applyying prime coat with bitumen emulsion on prepaired surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means as per Technical Speicification Clause 502( including cost of maxphalt) | 7350.00 | SQM |
| 4 | Providing and applying tack coat with bitumen VG-10 at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer complete as per Technical speicification Clause 503 | 7350.00 | SQM |
| 5 | Providing laying and rolling of open-grade premix carpet of 20mm thickness composed of (Aggregate (a) Nominal stone size 13.2 mm ( passing 22.4 mm sleve and retained on 11.2 mm sleve 0.18 cum. (b) nominal stone size 11.2 mm (passing 13.2 mm sieve and retained on 5.6 mm sieve-0.09 cum) using VG-10 bituminious binder @ 1.46 Kg/sqm H.P.C./I.O.C. make complying with IRC:Sp 53 to required line, grade and suitable plant, laying and rolling with a three wheel 80-100KN static roller capacity finished to required lavel and grades to be followed by seal caot of type C including cost of all materials, labour, T&P etc required for proper comletion as per Technical Specification Clause 508 of MORD Specification. | 7350.00 | SQM |
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