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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.8 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹29.0 L+₹2.2 L (8.09%)Rejected-Finance | L2 | Rejected-Finance Price Quoted High | |
| 3 | L3₹29.6 L+₹2.8 L (10.5%)Rejected-Finance 150 45 SHANTI VIHAR GOVIND GARH DISTT DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L3 | Rejected-Finance Price Quoted High | |
| 4 | L4₹30.7 L+₹3.9 L (14.6%)Rejected-Finance | L4 | Rejected-Finance Price Quoted High | |
| 5 | L5₹32.4 L+₹5.6 L (20.9%)Rejected-Finance | L5 | Rejected-Finance Price Quoted High |
Tender Value
Refer Docs
EMD Value
₹94,000
Closing Date
16 Dec 2020, 11:00 amClosed
EE IRRIGATION DIVISION DUGADDA
OFFICE OF EXECUTIVE ENGINEER IRRIGATION DIVISION DUGADDA
FLOOD PROTECTION WORKS ON BOTH BANK OF HENWAL RIVER FOR PROTECTION OF KATGHAR, BHAGHALA AND TITHOL VILLAGES OF DISTRICT PAURI GARHWAL UNDER NABARD. (RIGHT BANK 0.00 M TO 65.00 M)
2020_IRDCE_27841_1
03/EE/2020-21 DATED 21.11.2020
Open Tender
Civil Works
Item Rate
90 days
YAMKESHWAR BLOCK
AS PER STANDARD BIDDING DOCUMENT
3 documents required · 3 mandatory
₹3,540
EXECUTIVE ENGINEER IRRIGATION DIVISION DUGADDA
₹94,000
IRRIGATION DIVISION DUGADDA
8 Sept 2023
30 Nov 2020
16 Dec 2020
30 Nov 2020
16 Dec 2020
1 Dec 2020
2 Dec 2020
Amount
Excavation 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
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204RR1:5 Stone Masonary
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply of all material, labour, T&P etc required for proper completion of the work.
Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
(Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
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.
Pointing with cement mortar (1:3) on brickwork /stone work as per drawing and technical specification Clauses 613.3 and 1204
ANIL SINGH NEGI
Ashok Kuamr
Arvind Kumar Bansal
suresh chandra nainwal
M /S NATHI LAL UNIYAL
DEV SINGH
RAJENDRA PRASAD
HARSH PATI SEMWAL
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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