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Tender Value
₹4.6 Cr
EMD Value
₹5.3 L
Closing Date
13 Aug 2026, 6:00 pm
Chief Engineer (R and D) Delhi
HQ Chief Engineer R and D Delhi, Probyn Road, Timarpur
SPECIAL REPAIRS TO ROAD AND FOOTPATH ALONGWITH STREET LIGHT AT DRDO RESIDENTIAL COMPLEX (KWC AREA) AT TIMARPUR, DELHI
2026_MES_766609_1
CE RnD/DLI-12/DLI/2026-27
Open Tender
Civil Works
270 days
Delhi
As per tender documents
9 documents required · 9 mandatory
₹3,000
GE (I) RnD Delhi
₹5.3 L
Yes
13 Aug 2026
20 May 2026
20 Aug 2026
20 May 2026
13 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M & L Repair to pot holes 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 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) making good by applying tack coat with bituminous primer @ 5 kg per 10 sq m, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 cu m of sand), again well rammed (including supply of premix binder and sand) depth of potholes n exc 30 mm complete all as specified and directed. | 10.1 | X Sqm | - | - |
| 2 | M & L Repair to pot holes any depth, 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 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal) making good by applying tack coat with bituminous primer @ 5 kg per 10 sq m, putting in premix as specified for thin bituminous carpet (2 cm thick) well rammed and sealed with premixed sand seal coat (6.8 kg of binder with 0.06 cu m of sand), again well rammed (including supply of premix binder and sand) depth of potholes n exc 30 mm complete all as specified and directed | 15.03 | X Sqm | - | - |
| 3 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means) complete all as specified and directed. | 24,031.09 | Sqm | - | - |
| 4 | Providing and applying tack coat on old bituminous surface @ 0.50 Kg / sqm using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications complete all as specified and directed. | 24,031.09 | Sqm | - | - |
| 5 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge : 40 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity complete all as specified and directed. | 720.75 | Cum | - | - |
| 6 | Providing and applying tack coat on (bituminous macadam) bituminous surface @ 0.50 Kg / sqm using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications complete all as specified and directed. | 24,031.09 | Sqm | - | - |
| 7 | Providing and laying dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge : 30 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity complete all as specified and directed. | 24,031.09 | Sqm | - | - |
| 8 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications complete all as specified and directed. | 1,228.77 | Sqm | - | - |
| 9 | Supply and fixing in repair Plastic Speed Bump designed so dynamically and compact that it can bear maximum load on it. It is made of PE plastic material. Two highly reflective reflectors moulded in PMMA material welded with ABS base plate through ultrasonic welding process and then fixed on the speed bump so that dust and water cannot touch the reflectors inside area and thus it maintains its reflectivity for a long time. 04 Nos metallic bolts are used for installation on road. Available in Yellow and Black colours. Dimensions: L =750mm, Width =250 mm & Height =75 mm to be installed complete all as specified and directed. | 82.15 | RM | - | - |
| 10 | Supply and fixing in repair cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed | 3,455 | Each | - | - |
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