Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹92.5 LAdmitted-Finance LINE JEEVANGARH AMBARI DISTT DEHRADUN | ₹92.5 L | L1 | Admitted-Finance |
| 2 | L2₹1.1 CrAdmitted-Finance 68 MOHIT VIHAR NIRANJANPUR DISTT DEHRADUN | ₹1.1 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 4 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 5 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| Sl No | Description | Qty | Unit | M/S KUNWAR SINGH NEGI L1 | K.K. Enterprises L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 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 | 5,500 | Cum | 30 ₹1.6 L | 34.9 ₹1.9 L |
| 2.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications.P.C.C. Grade M10 Nominal mix 1:3:6 | 290 | Cum | 3,000 ₹8.7 L | 3,786 ₹11.0 L |
| 3.00 | Construction of retaining wall/ breast wall in cement mortar 1:5 as per drawing and technical specifications (stone masonry in cement mortar 1:5) | 2,662 | Cum | 2,400 ₹63.9 L | 2,786 ₹74.2 L |
| 4.00 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 | 1,218 | Cum | 65 ₹79,170 | 69 ₹84,042 |
| 5.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications.P.C.C. Grade M20 Nominal mix 1:2:4 | 20 | Cum | 3,800 ₹76,000 | 4,786 ₹95,720 |
| 6.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 2,100 | RM | 130 ₹2.7 L | 100 ₹2.1 L |
| 7.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification. Granular material | 450 | Cum | 700 ₹3.1 L | 1,189 ₹5.4 L |
| 8.00 | 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 | 800 | Cum | 1,350 ₹10.8 L | 1,498 ₹12.0 L |
Tender Value
₹1.3 Cr
EMD Value
₹2.9 L
Closing Date
23 Sept 2021, 5:00 pmClosed
SE IRRIGATION WORKS CIRCLE DEHRADUN
OFFICE OF SUPERINTENDING ENGINEER IRRIGATION WORKS CIRCLE DEHRADUN
Flood Protection work of Garhwali basti in Village sabhawala at Cheerkhala in Block-Vikasnagar Vidhan sabha area Sahaspur, Distt- Dehradun, Under C.M announcement No 646/2019 (0.070 to 0.920 Km) (Job-1)
2021_IRDCE_35991_1
02/SE/2021-22 DATED 25-08-2021
Open Tender
Civil Works
270 days
VIKASNAGAR BLOCK IN DISTRICT DEHRADUN
AS PER STANDARD BIDDING DOCUMENT
3 documents required · 3 mandatory
₹4,720
EXECUTIVE ENGINEER IRRIGATION DIVISION VIKASNAGAR
₹2.9 L
IRRIGATION WORKS CIRCLE DEHRADUN
13 Nov 2021
28 Aug 2021
25 Sept 2021
28 Aug 2021
23 Sept 2021
3 Sept 2021
2 Sept 2021
Amount
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 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 as per drawings and technical specifications.P.C.C. Grade M10 Nominal mix 1:3:6
Construction of retaining wall/ breast wall in cement mortar 1:5 as per drawing and technical specifications (stone masonry in cement mortar 1:5)
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications.P.C.C. Grade M20 Nominal mix 1:2:4
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification. Granular material
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
K.K. Enterprises
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.15 MB
NEWSBDcheerNala1.pdf
Tender Documents • 0.50 MB
BOQ_42441.xls
BOQ • 0.28 MB
DRAWING.pdf
Additional Documents • 0.07 MB
Download all tender documents and submit your bid