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Tender ID
Tender Value
₹71.5 L
EMD Value
₹1.5 L
Closing Date
27 Apr 2026, 3:00 pmClosed
Executive Engineer
Executive EngineerP. D. P.W.D. Rudrapur
Improvement work within the Govind Ballabh Pant University of Agriculture Campus under The Honble Chief Minister Announcement No 137-2024 Phase II
2026_pwd_94398_1
703/3AC Date 06.04.2026 (8-9)
Open Tender
Civil Works - Roads
Item Rate
270 days
Kichha
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer P. D. P.W.D. Rudrapur
₹1.5 L
28 Apr 2026
20 Apr 2026
28 Apr 2026
20 Apr 2026
27 Apr 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
(By Mechanical Means with 1 km lead) | - | Cum | - | - |
| 2 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | Sqm | - | - |
| 3 | Tack coat using VG-10 grade bitumen Over granular surfaces treated with primer or Over dry and hungry bituminous surfaces @ 0.40 kg/sqm | - | Sqm | - | - |
| 4 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired ompaction as per Technical Specification Clause 504. with Bitumen VG-30 | 1 | Cum | - | - |
| 5 | Tack coat using VG-10 grade bitumen Over normal bituminous surfaces @0.35kg/sqm, | - | Sqm | - | - |
| 6 | Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects. for Grading-II (bituminous binder @ 5.4 % of mix) | - | Cum | - | - |
| 7 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | Cum | - | - |
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