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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Rejected-Technical | Rejected-Technical Non responsive |
| 2 | Rejected-Technical | Rejected-Technical Non responsive |
Tender Value
Refer Docs
EMD Value
₹4.7 L
Closing Date
27 Apr 2026, 3:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Improvement of road in Madkote market of Dharchula constituency under the state plan at Munsyari, District Pithoragarh (Length 1.300 Km.).
2026_pwd_93495_1
1055/58C(Yata B)-03/2026 Dated 20-03-2026
Open Tender
Civil Works - Roads
Item Rate
270 days
Askote
As per bid documents
3 documents required · 3 mandatory
₹5,900
EE CD PWD Askote
₹4.7 L
SE 3rd Circle PWD Pithoragarh
25 May 2026
24 Mar 2026
28 Apr 2026
24 Mar 2026
27 Apr 2026
7 Apr 2026
6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction | |||||
| 2Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10, Nominal mix 1:3:6 | |||||
| 3Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation , protection works , back filling , concrete and masonry works in head walls and parapets Clause 1106. | |||||
| 4Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20, Nominal mix (1:2:4) | |||||
| 5Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading III Material | |||||
| 6Wet Mix Macadam 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 inc including 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) | |||||
| 7Providing and Laying of Interlocking Concrete Block Pavements of M-40 Grade having thickness 80 mm as per drawings and Technical Specification Clause 1504. | |||||
| 8Prepration fo Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | |||||
| 9Providing concrete for plain/ reinforced concrete in open foundations, complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) | |||||
| 10Type -A "W": Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x75 x5 mm spaced 2 m centre to center ,1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x75 x5 mm, 330 mm long complete as per clause 810 (if Concrete Required for Vertical post Fixing will be paid extra ) | |||||
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