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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹179.8 CrAdmitted-Finance 1ST FLOOR B 116 VIBHUTI KHAND GOMTI NAGAR LUCKNOW U P | LUCKNOW | LUCKNOW | UTTAR PRADESH | L1 | Admitted-Finance | |
| 2 | L2₹213.5 Cr+₹33.7 Cr (18.8%)Admitted-Finance 16A 1 EARLE STREET FLAT N 1 FIRST FLOOR KOLKATA 700026 | KOLKATA | WEST BENGAL | 700026 | L2 | Admitted-Finance | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Hardcopies of Tender Fees and Bid Security Not Submitted | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Hardcopies of Tender Fees and Bid Security Not Submitted |
| Sl No | Description | Qty | Unit | Gannon Dunkerley And Company Limited L2 | R K ENGINEERS SALES LTD L1 |
|---|---|---|---|---|---|
| 2.00Earthwork in excavation of foundation trenches of toe wall, spillway ,head regulator, outlet , intake well etc. as per designed section in all kind of soil including moorum soil,soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. | |||||
| 3.00 | Initial Lift | 1,564.49 | Per M3 | 196 ₹3,06,640.04 | 150 ₹2,34,673.5 Lowest |
| 4.00Earthwork in excavation of foundation trenches of toe wall, spillway,head regulator,outlet,intake well etc. as per designed section in ordinary rock or soft rock (vide classification of soil item-C)with disposal of soil (beyond 50m from the edge of the trenches) with initiol lead of 150mand initial lift of 1.5m as per specification and direction of E/I. | |||||
| 5.00 | 1st lift | 324.41 | Per M3 | 215 ₹69,748.15 Lowest | 350 ₹1,13,543.5 |
| 6.00 | 2nd lift | 194.24 | Per M3 | 236 ₹45,840.64 Lowest | 500 ₹97,120 |
| 7.00 | 3rd lift | 124.63 | Per M3 | 260 ₹32,403.8 Lowest | 700 ₹87,241 |
| 8.00Earthwork in excavation of foundation trenches of toe wall, spillway,head regulator,outlet,intake well etc. as per designed section in hard rock wherte blasting is needed and stacking properly in approved stack size in approved stack yardn (beyond 50m from the edge of the trenches) with initiol lead of 150mand initial lift of 1.5m as per specification and direction of E/I. | |||||
| 9.00 | 4th lift | 173.68 | Per M3 | 286 ₹49,672.48 Lowest | 900 ₹1,56,312 |
| 10.00 | 5th lift | 124.63 | Per M3 | 314 ₹39,133.82 Lowest | 1,000 ₹1,24,630 |
| 11.00 | Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in-charge (b) For classification of soil item -B | 1,36,078.4 | Per M3 | 215 ₹2,92,56,857.08 | 50 ₹68,03,920.25 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.5 Cr
Closing Date
2 Nov 2023, 4:30 pmClosed
Project Director Technical
JUIDCO Bhawan, Kutchery Chowk, Ranchi
Construction and five years of Operation and Maintenance of Water Supply System in Jhumri Telaiya (Intake works, Rising main, 35.50 MLD Water treatment plant, Clear water main, Elevated service reservoirs, Distribution network and House service conne
2023_JUADB_75739_1
JUIDCO/NIT/JTWSS/2023/567
Open Tender
Civil Works
Item Rate
730 days
Jhumri Telaiya
Please refer Tender documents.
7 documents required · 7 mandatory
₹25,000
Managing Director JUIDCO Ltd
₹1.5 Cr
JUIDCO Bhawan, Kutchery Chowk
18 Dec 2023
12 Sept 2023
2 Nov 2023
12 Sept 2023
2 Nov 2023
12 Sept 2023
22 Sept 2023
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Earthwork in excavation of foundation trenches of toe wall, spillway ,head regulator, outlet , intake well etc. as per designed section in all kind of soil including moorum soil,soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. | - | - | - | - |
| - | Initial Lift | - | Per M3 | 203.58 | - |
| - | Earthwork in excavation of foundation trenches of toe wall, spillway,head regulator,outlet,intake well etc. as per designed section in ordinary rock or soft rock (vide classification of soil item-C)with disposal of soil (beyond 50m from the edge of the trenches) with initiol lead of 150mand initial lift of 1.5m as per specification and direction of E/I. | - | - | - | - |
| - | 1st lift | - | Per M3 | 546.45 | - |
| - | 2nd lift | - | Per M3 | 566.35 | - |
| - | 3rd lift | 1 | Per M3 | 586.25 | ₹585.66 |
| - | Earthwork in excavation of foundation trenches of toe wall, spillway,head regulator,outlet,intake well etc. as per designed section in hard rock wherte blasting is needed and stacking properly in approved stack size in approved stack yardn (beyond 50m from the edge of the trenches) with initiol lead of 150mand initial lift of 1.5m as per specification and direction of E/I. | - | - | - | - |
| - | 4th lift | - | Per M3 | 1,105.25 | - |
| - | 5th lift | 1 | Per M3 | 1,125.15 | ₹1,124.02 |
| - | Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in-charge (b) For classification of soil item -B | 0.29 | Per M3 | 150.29 | ₹43.58 |
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