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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAdmitted-Finance 68 MOHIT VIHAR NIRANJANPUR DISTT DEHRADUN | ₹4.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.5 Cr+₹27.1 L (6.37%)Admitted-Finance BHAJAN GARH KAILASH GATE MUNI KI RETI DISTT TEHRI GARHWAL | ₹4.5 Cr+₹27.1 L (6.37%) | L2 | Admitted-Finance |
| 3 | L3₹4.5 Cr+₹29.1 L (6.83%)Admitted-Finance VILLAGE MANDOW TEHSIL JOSHIYARA DISTRICT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | ₹4.5 Cr+₹29.1 L (6.83%) | L3 | Admitted-Finance |
| 4 | L4₹4.7 Cr+₹40.9 L (9.60%)Admitted-Finance N A | ₹4.7 Cr+₹40.9 L (9.60%) | L4 | Admitted-Finance |
| 5 | L5₹4.7 Cr+₹45.7 L (10.7%)Admitted-Finance ADD NEAR POLICE CHOWKI DHALWALA P O MUNI KI RETI DISTT TEHRI GARHWAL | ₹4.7 Cr+₹45.7 L (10.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | daya sankar baluni L3 | M/S KAILASH HILLWAYS ENGINEERING ASSOCIATES L6 | K.K. Enterprises L1 | SANGAM CONSTRUCTION L2 | M/S SADAR SINGH RAWAT L5 | Shiv Pratap Singh Pundir L7 | M/S BEER CHAND RAMOLA L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining, breast walls etc, in all types of soilsand 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 | 7,503 | Cum | 336.62 ₹25,25,663.09 | 352.53 ₹26,45,032.59 | 151 ₹11,32,953 Lowest | 335.2 ₹25,15,005.6 | 300 ₹22,50,900 | 354.3 ₹26,58,312.9 | 250 ₹18,75,750 |
| 2.00 | Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6 | 7,668 | Cum | 5,331.3 ₹4,08,80,378.72 | 5,583.24 ₹4,28,12,284.32 | 5,201 ₹3,98,81,268 Lowest | 5,308.3 ₹4,07,04,044.4 | 5,600 ₹4,29,40,800 | 5,611.3 ₹4,30,27,448.4 | 5,600 ₹4,29,40,800 |
| 3.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1.5mX1.0m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). | 102 | Nos. | 10,878.67 ₹11,09,624.7 | 11,392.75 ₹11,62,060.5 | 10,786 ₹11,00,172 Lowest | 10,831.7 ₹11,04,833.4 | 11,000 ₹11,22,000 | 11,450.03 ₹11,67,903.06 | 11,000 ₹11,22,000 |
| 4.00 | 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) | 1,053 | Cum | 930.53 ₹9,79,845.92 | 974.5 ₹10,26,148.5 | 450 ₹4,73,850 Lowest | 926.5 ₹9,75,604.5 | 800 ₹8,42,400 | 979.4 ₹10,31,308.2 | 700 ₹7,37,100 |
Tender Value
₹4.8 Cr
EMD Value
₹11.3 L
Closing Date
12 Feb 2024, 1:00 pmClosed
SUPERINTENDING ENGINEER PROJECT CIRCLE DEHRADUN
OFFICE OF SUPERINTENDING ENGINEER PROJECT CIRCLE DEHRADUN
Construction of Flood Protection Work Along the Right Bank of Song River Near Song Enclave (Residential Colony ) and Oasis School at Block -Raipur, District -Dehradun(Chainage-675.00m to 1350.00m)
2024_IRDCE_68381_2
14/SE/2023-24 Dated 24.01.2024
Open Tender
Civil Works
Item Rate
Raipur Dehradun
AS PER STANDARD BIDDING DOCUMENT
2 documents required · 2 mandatory
₹5,900
EE Investigation and Planning Division Dehradun
₹11.3 L
SUPERINTENDING ENGINEER PROJECT CIRCLE DEHRADUN
26 Feb 2024
27 Jan 2024
12 Feb 2024
27 Jan 2024
12 Feb 2024
29 Jan 2024
29 Jan 2024
Amount
Excavation in foundation for retaining, breast walls etc, in all types of soilsand 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
Providing concrete for plain/ reinforced concrete in open foundations complete asper drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1.5mX1.0m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions).
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)
SANGAM CONSTRUCTION
daya sankar baluni
M/S BEER CHAND RAMOLA
M/S SADAR SINGH RAWAT
M/S KAILASH HILLWAYS ENGINEERING ASSOCIATES
Shiv Pratap Singh Pundir
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