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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC CANAL ROAD HERBERTPUR TEH VIKASNAGER DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.3 Cr | L1 | Accepted-AOC QUALIFIED |
| 2 | L2₹1.3 Cr+₹28,587 (0.22%)Rejected-Finance 68 MOHIT VIHAR NIRANJANPUR DISTT DEHRADUN | ₹1.3 Cr+₹28,587 (0.22%) | L2 | Rejected-Finance DISQUALIFIED |
| 3 | Rejected-Technical | - | - | Rejected-Technical DISQUALIFIED |
| 4 | Rejected-Technical MAHADEV COLONY BALIYAKHEDI BLOCK NEAR GUJAR BHAWAN HASANPUR CHUNGI DELHI ROAD SAHARANPUR | - | - | Rejected-Technical DISQUALIFIED |
| 5 | Rejected-Technical KOTI COLONY KOTI DEHRADUN | - | - | Rejected-Technical DISQUALIFIED |
Tender Value
₹1.3 Cr
EMD Value
₹3.2 L
Closing Date
20 Feb 2024, 5:00 pmClosed
SANJAY RAJ
Office of Superintending Engineer Irrigation Works Circle, Dehradun
Flood Protection Work in Right Bank of Tons River For Ambedkar Colony located at Shudhowala, Block- Sahaspur, Distt- Dehradun.(Reach- 0.360 Km. to 0.600Km. In Right Bank of Tons River Reach In Between 0.250 Km.to 0.750 Km. Both bank JOB-2
2024_IRDCE_68719_1
17/SE/2023-24
Open Tender
Civil Works
Item Rate
270 days
Block Sahaspur
AS PER STANDARD BIDDING DOCUMENT
4 documents required · 4 mandatory
₹5,900
Executive Engineer Irrigation Division
₹3.2 L
Office of Superintending Engineer Irrigation Works
16 Mar 2024
1 Feb 2024
21 Feb 2024
1 Feb 2024
20 Feb 2024
2 Feb 2024
5 Feb 2024
Amount
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto1000 m.Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10Nominal mix 1:3:6
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 In cement mortar (1:5)
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction
Pointing with cement mortar 1:3 on stone masonaryas per drawing and technical specifications
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20
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
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 weep holes in Brick masonry/Plain /Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical
K.K. Enterprises
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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