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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.3 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L1₹18.3 CrAdmitted-Finance JHARSUGUDA UNDER STATE PLAN | JHARSUGUDA | ODISHA | 768201 | L1 | Admitted-Finance | ||
| 3 | L1₹18.3 CrAdmitted-Finance AT PO BELPAHAR DIST JHARSUGUDA ODISHA 768217 | JHARSUGUDA | ODISHA | 768217 | L1 | Admitted-Finance | ||
| 4 | L2₹19.3 Cr+₹96.5 L (5.27%)Admitted-Finance | L2 | Admitted-Finance | ||
| 5 | L3₹20.4 Cr+₹2.0 Cr (11.1%)Admitted-Finance AT SAMALBHUMI COLONY N H 6 PO DHANKAUDA DIST SAMBALPUR 768006 | SAMBALPUR | ODISHA | 768006 | L3 | Admitted-Finance |
Tender Value
₹20.4 Cr
Closing Date
7 Oct 2021, 5:00 pmClosed
Chief Engineer, World Bank Projects, Odisha
O/o EIC (Civil), Odisha, Nirman Soudha, Bhubaneswa
Balance work of Construction of 6 nos. of H. L. Bridge over Local Nallah at 161.150km, 163.470km, 164.591km, 167.200km, 178.500km, 181.280km on Kuchinda Bamara road (SH-24) under Central Road Fund (Construction of 3 Nos. of H. L. Bridge over Loca
2021_EICCL_71152_1
CE-WBP(O)-10/2021-22
Open Tender
Civil Works - Bridges
Percentage
730 days
In the District of Sambalpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
Exempted
O/o EIC (Civil), Odisha, Nirman Soudha, Bhubaneswa
26 Nov 2021
16 Sept 2021
8 Oct 2021
16 Sept 2021
7 Oct 2021
21 Sept 2021
16 Sept 2021 - 4 Oct 2021
21 Sept 2021
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land as per approved drawing & technical specifications as per Clause 201 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge. | 18,857.45 | Each Sqm | 5.69 | ₹1,07,298.89 |
| 2 | Earthwork in excavation in all kinds of soil in foundation of structures as per approved drawing and technical specifications as per Clause 304 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge. | 11,988.22 | Each Cum | 66.34 | ₹7,95,298.51 |
| 3 | Earthwork in excavation in D.I. rock in road work and Bridge work using hydraulic excavator CK90 and tipper with disposal upto 1000 metres as per approved drawing and technical specifications as per Clause 304 of MoRT&H Specifications for Road & Bridge works (Latest Revision). | 1,209.3 | Each Cum | 84.04 | ₹1,01,629.57 |
| 4 | Earthwork in excavation in hard rock in CD works using hydraulic excavator CK90 and tipper with disposal upto 1000 metres as per approved drawing and technical specifications as per Clause 304 of MoRT&H Specifications for Road & Bridge works (Latest Revision). | 4,674.17 | Each Cum | 644.93 | ₹30,14,512.46 |
| 5 | PCC M15 Grade in foundation of structure as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) | 801.6 | Each Cum | 4,269.85 | ₹34,22,711.76 |
| 6 | PCC M15 Grade in sub structure as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge. | 1,777.54 | Each Cum | 5,993.75 | ₹1,06,54,130.38 |
| 7 | Providing and laying flooring complete as per drawing and technical specifications laid over cement concrete 300mm thick bedding with Rubble stone 150mm thick laid in Cement Mortor (1:3) as per direction of Engineer-in-charge. | 74.54 | Each Cum | 4,722.03 | ₹3,51,980.12 |
| 8 | R.C.C M-25 grade for abutment and pier foundation as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge. | 2,349.32 | Each Cum | 5,640.79 | ₹1,32,52,020.76 |
| 9 | R.C.C M-25 grade for abutment and pier shaft as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge. | 4,224.04 | Each Cum | 7,364.69 | ₹3,11,08,745.15 |
| 10 | R.C.C M-30 grade for abutment and pier shaft as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge. | 1,028.53 | Each Cum | 7,384.9 | ₹75,95,591.2 |
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