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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-AOC | ₹2.2 Cr Quoted ₹1.9 Cr | L1 | Accepted-AOC Accepted. |
| 2 | L2₹1.9 Cr+₹1.8 L (0.96%)Rejected-AOC HOUSE NO 79 SATPULI PAURI ROAD LANSDOWNE PAURI GARHWAL UTTARAKHAND | ₹1.9 Cr+₹1.8 L (0.96%) | L2 | Rejected-AOC Rejected. |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required documents as per NIT. |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required documents as per NIT. |
| 5 | Not Admitted-Fee/PreQual/Technical 8 RAMBAGH KANWALI ROAD DEHRADUN | - | - | Not Admitted-Fee/PreQual/Technical Others-Bidder did not submitted required documents as per NIT. |
Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
20 Feb 2023, 3:00 pmClosed
Superintending Engineer, 9th Circle, PWD, Dehradun
Superintending Engineer, 9th Circle, PWD, Yamuna Colony, Dehradun
Under S.D.M.F. (Year 2022-23) Protection works to prevent landslides in Maldevta-Serki-Silla motor road (Ch. 0.00 to 7.00)
2023_pwd_54705_1
738/1C-9/23, Date 28-01-2023
Open Tender
Civil Works - Roads
Item Rate
180 days
Maldevta Serki Silla
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,900
Executive Engineer, Pro. Div., PWD, Dehradun
₹4.5 L
Superintending Engineer, 9th Circle, PWD, Dehradun
8 Sept 2023
6 Feb 2023
20 Mar 2023
6 Feb 2023
20 Feb 2023
14 Feb 2023
13 Feb 2023
Amount
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions).
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, 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
Providing 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, backfilling, concrete and masonry works in head walls and parapets Clause 1106. a) 1200mm dia
Providing and Fixing of Regulatory sign board - Providing and fixing of corrosion resistant 2mm thick DG Grade Type XI retro- reflective cautionary, mandatory, informatory sign board with 10 year warranty as per IRC:67 made of high intensity sheeting fixed over ACP (Aluminium Composite Panel) 3 mm thick (including framing and bracing with fabrication, plotting of letters on Electro cut film, pasting, riveting, taping and nut, bolts, washers and rivets etc for fixing), supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing issued in original by retro-reflective sheeting manufacturer having operations in India by their indian subsidary. (Clause No. 801 of MORTH)a) 800 x 600 mm Rectangle
M/s Chauhan Associate
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