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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹37.2 L+₹3.9 L (11.7%)Rejected-Finance | L2 | Rejected-Finance As per L2 basis | |
| 3 | Not Admitted-Fee/PreQual/Technical 58 NEW MARKET CLOCK TOWER DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | - | Not Admitted-Fee/PreQual/Technical Others-Original Document not submitted. |
Tender Value
Refer Docs
EMD Value
₹75,000
Closing Date
20 Jul 2021, 11:00 amClosed
Superintending Engineer Tubewell Circle Dehradun
Office of SE, Yamuna Bhavan Yamuna Colony Dehradun
Providing and Laying of MSERW Pipe Line 350mm Dia, Construction of Supporting Piller for Pipe line , Syphone / Chambers ,Retaining Wall and Raising of Gule at Susuwa (Raiwala) Lift Scheme, Block - Doiwala, Distt. - Dehradun
2021_IRDCE_34204_1
02/SE/2021-22
Open Tender
Civil Works - Lift Irrigation Schemes
Item Rate
60 days
Village Suswa, Doiwala
As per SBD
2 documents required · 2 mandatory
₹2,950
Yes
Executive Engineer Tubewell Division Dehradun
₹75,000
Yes
4 Feb 2023
5 Jul 2021
20 Jul 2021
5 Jul 2021
20 Jul 2021
13 Jul 2021
Amount
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material (for Laying of Pipe , Syphon/Chamber ,Supporting Piller and Retaining Wall)
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area. (By Manual Means) (Raising gule)
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications 1:3:6 (Hand Mixed) (for Laying of Pipe and Retaining Wall)
Providing , Laying, jointing and Testing in Trench of MSERW Pipe 350 mm Dia , 7.90 mm Thick welded bevelled edge, Flange/ Butt welding pipe confirming to IS/ISO-3183-2007 of grade FE 410 including all cost of material , labour , T&P but Excluding cost of Flanged joint and Earthwork in Trenches.
Concrete with cement, coarse sand and 40mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T& etc. required for proper completion of the work, as per drawings and technical specifications clause 802, 803, 1202 & 1203 (Supporting Piller for Pipe line)
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 (Supporting Piller for Pipe line and Raising Gule)
Stone masonry in cement mortar for substructure complete as per drawing & technical specification (Random rubble masonry) 1:5 CM (Retaining Wall)
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications (For Syphon / Chamber)
Providing concrete for plain / RCC M25 in open foundation coomplete as per drawing and technical specification (Syphone/ Chamber)
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification (Granular material) (Retaining Wall)
Providing concrete for plain/reinforced concrete in open foundations complete, P.C.C 1:2:4 Cm (Hand mixed) (Retaining Wall and Raising gule)
Man Hole Cover/ Shutter made from By Angle Iron and M.S Sheets) for Syphone/ Chamber
Cement Pointing with cement mortar (1:3), Flush (Supporting Piller and Raising gule)
Cement Plastering with cement mortar (1:4), 15 mm thick on Stonework (Raising gule)
Rashid Ali
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