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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD Not Furnished |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD Not Furnished |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD Not Furnished |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical EMD Not Furnished |
| Sl No | Description | Qty | Unit | CHENDHOOR CONSTRUCTION L1 |
|---|---|---|---|---|
| 1.00 | Earth work excavation for Pipe line cuttingportation to 1.00m width and to a depth of 0.15 moundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 1,140 | m3 | 70 ₹79,800 Lowest |
| 2.00 | Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 534 | m3 | 1,800 ₹9,61,200 Lowest |
| 3.00 | Picking the Existing Dismandling plain cement concrete | 643 | m2 | 415 ₹2,66,845 Lowest |
| 4.00 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 365.6 | m3 | 4,600 ₹16,81,760 Lowest |
| 5.00 | Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification | 1,731 | m3 | 6,580 ₹1,13,89,980 Lowest |
| 6.00 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) | 934 | m2 | 265 ₹2,47,510 Lowest |
| 7.00 | Supplying and fixing in position, Bitumen pad 12mm thick 6m C/C complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards. | 288 | m2 | 475 ₹1,36,800 Lowest |
| 8.00 | Provision For GST 18% | 1 | LS | 26,57,501 ₹26,57,501 Lowest |
Tender Value
₹1.8 Cr
EMD Value
₹1.8 L
Closing Date
20 Jan 2023, 3:00 pmClosed
The Commissioner
Padmanabapuram Municipality Office
Restoration of Concrete Pavement Milagupettai Road 151019S077,Vettikonam Street 7 151005L027,Kumaranthittai Street1 151011S040 , Nanthavanathuvilai Street 151019R062, Melancode Road 1 151021R071, RC Street 7, Ottarai Street 1 151019R063, 151019S069,C
2023_MAWS_280246_1
1368/2022/E1-3
Open Tender
Civil Works
Works
180 days
Padmanabapuram Municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.8 L
Padmanabapuram Municipality Office
27 Jan 2023
8 Jan 2023
20 Jan 2023
8 Jan 2023
20 Jan 2023
8 Jan 2023
12 Jan 2023
Amount
Earth work excavation for Pipe line cuttingportation to 1.00m width and to a depth of 0.15 moundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Picking the Existing Dismandling plain cement concrete
Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
Plain Cement Concrete 1:1.5:3 (One part of Cement, one and half part of Crushed Sand (M- Sand), three coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
Supplying and fixing in position, Bitumen pad 12mm thick 6m C/C complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS standards.
Provision For GST 18%
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