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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical 0 8 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹3.6 L
Closing Date
25 Nov 2020, 3:00 pmClosed
Superintending Engineer
irrigation work circle haldwani
Strenghting Increasing capacity of Harish Tal Lake in Distt Nainital
2020_IRDCE_27413_1
04/SE/2020-21
Open Tender
Civil Works
90 days
harishtal
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
executive engineer irrigation division haldwani
₹3.6 L
Yes
1 Dec 2020
10 Nov 2020
26 Nov 2020
10 Nov 2020
25 Nov 2020
10 Nov 2020
Amount
Clearance of debris in lake
Earth work in 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 concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 M10
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC M25
Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604
Course Rubble Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. in 1:4
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 1202 & 1203 of MORD Specifictiontechnical specifications Clauses 702, 704,
Hand Packed stone filling in back of wallls including cost of all materials,royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG
Pointing with cement mortar (1:3) on stone masonry
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.
Providing and laying MS gate reqired size
Suresh Singh
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