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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance 8 RAMBAGH KANWALI ROAD DEHRADUN | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance KOTDWAR TEHSIL KOTDWAR DISTRICT PAURI GARHWAL UTTARAKHAND | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
28 Oct 2025, 2:30 pmClosed
ee cd pwd dugadda
ee cd pwd dugadda
rajya yogna ke antragath janpad pauri garhwal ke vidhanshaba chetra yamkeshwar ke vikashkhand dugadda me hanumanti ghota umlada motor margh ke km 03 se gundkhila tak motor margh nirman kairya ditya charan stage 2
2025_pwd_87904_1
4128/18AC date 30-09-25
Open Tender
Civil Works
Item Wise
180 days
dugadda
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
ee cd pwd dugadda
₹2.0 L
28 Oct 2025
6 Oct 2025
28 Oct 2025
6 Oct 2025
28 Oct 2025
10 Oct 2025
Amount
Excavation in foundation for retaining, breast walls etc, in all type 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
WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer- n- charge. (As per PWD Uttarakhand specifications)
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 20 Nominal mix (1:2:4
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) P.C.C. grade M 15 Nominal mix (1:3:6)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as pe drawing and Technical Specification Clause 1703 5th Kilometre Stone (precast)
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as pe drawing and Technical Specification Clause 1703 5t200 metre Stone (precast)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) RCC M25
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Random Rubble Stone Masonry laid in dry, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 Random rubble masonry in case of stone pitching laid with cement mortar (1:5)
Surface Drains Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
RIDDHI CONSTRUCTIONS (BID ID -403961)
Bharat Singh Patwal (BID ID -403960)
HILL VALLEY CONSTRUCTION (BID ID -403937)
M/s V K Aggarwal (BID ID -403999)
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