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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹74.8 L (49.3%)Admitted-Finance | ₹2.3 Cr+₹74.8 L (49.3%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 Cr+₹87.0 L (57.4%)Admitted-Finance | ₹2.4 Cr+₹87.0 L (57.4%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical 9 EZRA STREET KOLKATA 700 001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | P R SINGARAM AND SONS L3 | O P KANDOI AND COMPANY PVT LTD L1 | MILAN ROY L2 |
|---|---|---|---|---|---|---|
| 1.00Earth work in excavation by mechanical means (Hydraulic excavator/manual means over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift , as directed by Engineer-in- Charge: | ||||||
| 1.01 | All kinds of soil | 33,110.88 | cum | 250 ₹82,77,720 | 150 ₹49,66,632 Lowest | 225 ₹74,49,948 |
| 2.00Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | ||||||
| 2.02 | All kinds of soil | 8,140.6 | cum | 50 ₹4,07,030 Lowest | 80 ₹6,51,248 | 245 ₹19,94,447 |
| 3.00Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. | ||||||
| 3.01 | Beyond 120 cm girth upto and including 240 cm girth | 34 | each | 2,000 ₹68,000 | 1,500 ₹51,000 | 175 ₹5,950 Lowest |
| 3.02 | Above 240 cm girth | 9 | each | 2,500 ₹22,500 | 4,000 ₹36,000 | 200 ₹1,800 Lowest |
| 4.00 | Supplying and fixing Non-woven Geo textilwe having thickness of 400 gsm, having minimum tear strength of 250 ASTM D4533, width wise at least 215 ASTM D4533 having puncture strength of 1550 plus as per ASTM D6241 having elongation at break % of 57 plus as per ASTM D4595 in two layers, made out of long fibers to hold the modules and protect liner including cutting, sizing, head welding and needle punched for high porosity and proper percolation complete. | 7,490.32 | sqm | 200 ₹14,98,064 | 150 ₹11,23,548 Lowest | 400 ₹29,96,128 |
| 5.00 | Supplying and fixing HDPE liner of approved brand of 1.2 mm thick for the collection of water including heat welding onsite and off site as per the requirement and direction of Engineer-in-Charge. | 7,490.32 | sqm | 800 ₹59,92,256 | 315 ₹23,59,450.8 Lowest | 350 ₹26,21,612 |
| 6.00Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods and compaction with wooden or steel rammers and dressing up in embankments for roads, floods banks marginal banks nad guide banks etc. lead upto 50 m and lift upto 1.5 m. | ||||||
Tender Value
₹2.4 Cr
EMD Value
₹4.8 L
Closing Date
14 Oct 2024, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Construction of 02 Nos. Reservoir 7.5 ML Capacity in each at Kishorinagar and Parangara under SD-III, CD, APWD, Diglipur
2024_APWD_15831_1
NIT No. 56/SE/CC-I/2024-25
Open Tender
Construction Works
Works
180 days
Kishorinagar and Parangara, Diglipur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹4.8 L
Yes
Superintending Engineer Office Sri Vijaya Puram
14 Oct 2024
30 Sept 2024
14 Oct 2024
30 Sept 2024
14 Oct 2024
4 Oct 2024
30 Sept 2024 - 4 Oct 2024
3 Oct 2024
Amount
Earth work in excavation by mechanical means (Hydraulic excavator/manual means over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift , as directed by Engineer-in- Charge:
All kinds of soil
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil
Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
Beyond 120 cm girth upto and including 240 cm girth
Above 240 cm girth
Supplying and fixing Non-woven Geo textilwe having thickness of 400 gsm, having minimum tear strength of 250 ASTM D4533, width wise at least 215 ASTM D4533 having puncture strength of 1550 plus as per ASTM D6241 having elongation at break % of 57 plus as per ASTM D4595 in two layers, made out of long fibers to hold the modules and protect liner including cutting, sizing, head welding and needle punched for high porosity and proper percolation complete.
Supplying and fixing HDPE liner of approved brand of 1.2 mm thick for the collection of water including heat welding onsite and off site as per the requirement and direction of Engineer-in-Charge.
Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods and compaction with wooden or steel rammers and dressing up in embankments for roads, floods banks marginal banks nad guide banks etc. lead upto 50 m and lift upto 1.5 m.
All kinds of soil
Transportation of excess excavated earth by mechanicla transportation including loading, unloading and disposal of surplus soil, spreading and leavelling to required slope wherever necessary with and average lead of 5 Km as per the direction of Engineer-in-Charge.
MILAN ROY (BID ID -47206)
P R SINGARAM AND SONS (BID ID -47178)
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