Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAdmitted-Finance | ₹32.6 L | L1 | Admitted-Finance |
| 2 | L2₹43.0 L+₹10.3 L (31.6%)Admitted-Finance | ₹43.0 L+₹10.3 L (31.6%) | L2 | Admitted-Finance |
| 3 | L3₹46.3 L+₹13.6 L (41.7%)Admitted-Finance | ₹46.3 L+₹13.6 L (41.7%) | L3 | Admitted-Finance |
| 4 | L4₹49.3 L+₹16.7 L (51.1%)Admitted-Finance | ₹49.3 L+₹16.7 L (51.1%) | L4 | Admitted-Finance |
| 5 | L5₹51.1 L+₹18.4 L (56.4%)Admitted-Finance | ₹51.1 L+₹18.4 L (56.4%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S DEB AND COMAPNY L4 | Sujit Pal L7 | MARAN CHANDRA DAS L3 | MINTU DEBNATH L6 | RAJIB PRASAD L2 | DYUTIMOY DATTA L5 | SANKAR PAL L1 | UTTAM SAHA L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land- Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs, saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRT&H Technical Specification clause 201. (i) By Manual Means:- (A) In area of light jungle | 1.84 | Hectare | 1,000 ₹1,840 Lowest | 60,000 ₹1,10,400 | 10,400 ₹19,136 | 45,063.2 ₹82,916.29 | 10,000 ₹18,400 | 4,500 ₹8,280 | 22,000 ₹40,480 | 40,000 ₹73,600 |
| 2.00 | Surface Drain in Ordinary Soil - Construction of Unlined Surface Drains of average cross sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions as per MoRT&H Technical Specification clause of section 300. (A) Mechanical Means | 7,000 | Metre | 5 ₹35,000 Lowest | 50 ₹3,50,000 | 39.12 ₹2,73,840 | 44.17 ₹3,09,190 | 20 ₹1,40,000 | 20 ₹1,40,000 | 25 ₹1,75,000 | 60 ₹4,20,000 |
| 3.00 | Maintenance of Earthen Shoulder (filling with fresh selected soil) -Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRT&H technical specification Clause 3003. | 20,600 | Sqm | 2 ₹41,200 Lowest | 50 ₹10,30,000 | 33.17 ₹6,83,302 | 37.45 ₹7,71,470 | 30 ₹6,18,000 | 40 ₹8,24,000 | 20 ₹4,12,000 | 50 ₹10,30,000 |
| 4.00 | Fog Seal
Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipent fretting or disintegration in an existing bituminous surfacing as per MoRT&H Technical Specification Clause 518. i) With blinding | 5,565 | Sqm | 40 ₹2,22,600 | 80 ₹4,45,200 | 29.76 ₹1,65,614.4 | 36 ₹2,00,340 | 38 ₹2,11,470 | 20 ₹1,11,300 Lowest | 48 ₹2,67,120 | 45 ₹2,50,425 |
| 5.00 | Bituminous macadam
Providing and laying bituminous macadam with 100-120 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction as per MoRT&H Technical Specification Clause 504. B. Grading II i. With Viscosity Graded Bitumen of VG-30. | 38.5 | Cum | 8,000 ₹3,08,000 Lowest | 11,500 ₹4,42,750 | 8,370 ₹3,22,245 | 10,230.6 ₹3,93,878.1 | 11,000 ₹4,23,500 | 9,000 ₹3,46,500 | 11,000 ₹4,23,500 | 10,500 ₹4,04,250 |
| 6.00 | Filling Pot-holes and Patch Repairs with Bituminous Concrete, 40 mm
Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continous surface, all as per MoRT&H technicla specification Clause 3004.2. B. Grading-II (13 mm nominal size). | 7,210 | Sqm | 600 ₹43,26,000 | 565 ₹40,73,650 | 438.4 ₹31,60,864 | 530.32 ₹38,23,607.2 | 400 ₹28,84,000 | 510 ₹36,77,100 | 270 ₹19,46,700 Lowest | 599 ₹43,18,790 |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
1 Oct 2020, 3:00 pmClosed
Executive Director
RO Agartala
Ordinary Repair of NH 08 from Km 436.700 to Km 437.500 Km 456.540 to Km 458.040 and Km 465.00 to Km 479.440 Total Length 16.740 Km in the state of Tripura in the FY 2020-21 on item rate basis
2020_NHIDC_584282_1
NHIDCL/RO-Agt/T/OR/2020-21/324
Open Tender
Civil Works - Roads
Item Rate
180 days
Tripura
As per RFP
4 documents required · 4 mandatory
₹10,000
Executive Director
₹1.5 L
Ro Agartala
16 Oct 2020
16 Sept 2020
3 Oct 2020
16 Sept 2020
1 Oct 2020
25 Sept 2020
16 Sept 2020 - 21 Sept 2020
21 Sept 2020
Amount
Clearing and Grubbing Road Land- Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs, saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRT&H Technical Specification clause 201. (i) By Manual Means:- (A) In area of light jungle
Surface Drain in Ordinary Soil - Construction of Unlined Surface Drains of average cross sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions as per MoRT&H Technical Specification clause of section 300. (A) Mechanical Means
Fog Seal Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipent fretting or disintegration in an existing bituminous surfacing as per MoRT&H Technical Specification Clause 518. i) With blinding
Bituminous macadam Providing and laying bituminous macadam with 100-120 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction as per MoRT&H Technical Specification Clause 504. B. Grading II i. With Viscosity Graded Bitumen of VG-30.
Filling Pot-holes and Patch Repairs with Bituminous Concrete, 40 mm Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continous surface, all as per MoRT&H technicla specification Clause 3004.2. B. Grading-II (13 mm nominal size).
RAJIB PRASAD
MARAN CHANDRA DAS
M/S DEB AND COMAPNY
DYUTIMOY DATTA
MINTU DEBNATH
Sujit Pal
UTTAM SAHA
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .