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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance D 245 SECTOR 10 NOIDA 201301 UTTAR PRADESH | NOIDA | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.4 Cr+₹19.7 L (6.09%)Admitted-Finance | ₹3.4 Cr+₹19.7 L (6.09%) | L2 | Admitted-Finance |
| 3 | L3₹3.7 Cr+₹49.8 L (15.4%)Admitted-Finance | ₹3.7 Cr+₹49.8 L (15.4%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | COASTLAND GEOTECHNICS LLP L3 | ENVIRO HEIGHTS PRIVATE LIMITED L2 | AECS ENgineering & Geotechnical Services Pvt. Ltd L1 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing & Grubbing:
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. | 1,108.5 | sqm | 14.56 ₹16,139.76 | 2,590 ₹28,71,015 | 12 ₹13,302 Lowest |
| 2.00 | Excavation in Hilly Area in Ordinary Rock:
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres ) | 30 | sqm | 2,184 ₹65,520 | 15,000 ₹4,50,000 | 250 ₹7,500 Lowest |
| 3.00Reinforced Earth Wall: Providing and Laying of Reinforced Earth Structure with CCS flexible fasia to withstand fasia of min density 0f 0.935 g/cm3 as per ASTM 1505 and Section 700/ Section 3105.1f MoRTH with min. sheet thickness of 1.52 mm , with reinforcing geogrids with stiffness at 0.5% strain shall be => 350, both in Machine and cross Machine direction as per ISO 10319 Section 700 MoRTH and Non-Woven Geotextile for separation and sub-surface drainage along with excavation & preparation of foundation for making of base of the geosynthetic Wall (Including labour and machinery) | ||||||
| 3.10 | for R/E Breast Wall:
of height- 3.0m & width- 2.5m | 35 | m | 28,221 ₹9,87,735 | 24,100 ₹8,43,500 | 20,700 ₹7,24,500 Lowest |
| 3.20 | for R/E Breast Wall:
of height- 3.6m & width- 3.0m | 23 | m | 30,881 ₹7,10,263 | 26,031 ₹5,98,713 | 21,700 ₹4,99,100 Lowest |
| 3.30 | for R/E Retaining Wall:
of height- 20m & width- 14m | 68 | m | 5,02,320 ₹3,41,57,760 | 3,98,983 ₹2,71,30,844 Lowest | 4,35,000 ₹2,95,80,000 |
| 4.00Providing and Laying of sub-surface drainage system: Providing and Laying of sub-surface drainage system comprising of semi perforated pipes of strength 6 kg and min dia of 100 mm, wrapped in permeable synthetic non woven geotextiles of with Grab strength of 1400 (Elongation at Failure <50%)/ 900 N (Elongation at failure >50%)as per ASTM D 4632 sec-700 MoRTH | ||||||
| 4.10 | for R/E Breast Wall:
of height- 3.0m & width- 2.5m | 35 | m | 728 ₹25,480 Lowest | 1,250 ₹43,750 | 2,200 ₹77,000 |
| 4.20 | for R/E Breast Wall:
of height- 3.6m & width- 3.0m | 23 | m | 728 ₹16,744 Lowest | 1,250 ₹28,750 | 2,500 ₹57,500 |
| 4.30 | for R/E Retaining Wall:
of height- 20m & width- 14m | 68 | m | 728 ₹49,504 Lowest | 1,250 ₹85,000 | 6,800 ₹4,62,400 |
Tender Value
₹3.6 Cr
EMD Value
₹7.2 L
Closing Date
19 Oct 2020, 3:00 pmClosed
Col. Devendra Singh, ED(P)
Executive Director (P), National Highways Infrastructure Development Corporation Limited, Regional Office, J. J. Bhawan, Near Karpagam Dream Hotel, Bird Line, P.O.-Calicut, Port Blair, Andaman
Slope Protection work at 02 Locations (km 72.00 and km 72.80), in Jarwa area from km 59.40 to km 107.00 of NH-223 (New NH-4) in the Union Territory of Andaman and Nicobar Islands in the year 2020-21- 2nd Call
2020_NHIDC_589342_1
NHIDCL/RO/AN/2nd Call/2020-21/03
Open Tender
Civil Works
Item Rate
183 days
Andaman and Nicobar Islands
Please refer Tender documents.
5 documents required · 5 mandatory
₹11,800
Executive Director (Projects), NHIDCL, Port Blair
₹7.2 L
NHIDCL Regional Office - Port Blair
6 Nov 2020
8 Oct 2020
20 Oct 2020
8 Oct 2020
19 Oct 2020
8 Oct 2020
8 Oct 2020 - 12 Oct 2020
13 Oct 2020
Amount
Clearing & Grubbing: Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
Excavation in Hilly Area in Ordinary Rock: Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
Reinforced Earth Wall: Providing and Laying of Reinforced Earth Structure with CCS flexible fasia to withstand fasia of min density 0f 0.935 g/cm3 as per ASTM 1505 and Section 700/ Section 3105.1f MoRTH with min. sheet thickness of 1.52 mm , with reinforcing geogrids with stiffness at 0.5% strain shall be => 350, both in Machine and cross Machine direction as per ISO 10319 Section 700 MoRTH and Non-Woven Geotextile for separation and sub-surface drainage along with excavation & preparation of foundation for making of base of the geosynthetic Wall (Including labour and machinery)
for R/E Breast Wall: of height- 3.0m & width- 2.5m
for R/E Breast Wall: of height- 3.6m & width- 3.0m
for R/E Retaining Wall: of height- 20m & width- 14m
Providing and Laying of sub-surface drainage system: Providing and Laying of sub-surface drainage system comprising of semi perforated pipes of strength 6 kg and min dia of 100 mm, wrapped in permeable synthetic non woven geotextiles of with Grab strength of 1400 (Elongation at Failure <50%)/ 900 N (Elongation at failure >50%)as per ASTM D 4632 sec-700 MoRTH
for R/E Breast Wall: of height- 3.0m & width- 2.5m
for R/E Breast Wall: of height- 3.6m & width- 3.0m
for R/E Retaining Wall: of height- 20m & width- 14m
Providing of Filter Media: Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 300 mm spread in uniform layers in prepared surface with sizes >10mm and <20mm to take out the water from the system as per MoRTH 400 -2 (Clause 401) -(MoRTH Table 300-4)
Step Line Drain with M15: Providing and Laying of M15 concrete in the Step drain.
ENVIRO HEIGHTS PRIVATE LIMITED
COASTLAND GEOTECHNICS LLP
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