Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.9 Cr+₹0.02 (<0.01%)Admitted-Finance | ₹3.9 Cr+₹0.02 (<0.01%) | L2 | Admitted-Finance |
| 3 | L3₹4.2 Cr+₹26.3 L (6.67%)Admitted-Finance | ₹4.2 Cr+₹26.3 L (6.67%) | L3 | Admitted-Finance |
| 4 | L4₹4.2 Cr+₹30.7 L (7.78%)Admitted-Finance | ₹4.2 Cr+₹30.7 L (7.78%) | L4 | Admitted-Finance |
| 5 | L5₹4.3 Cr+₹35.6 L (9.03%)Admitted-Finance DIGHALI PATHAR TINISUKIA PO TAL PATHAR PS BORDUMSA DIST TINISUKIA PIN 786152 | TINSUKIA | ASSAM | 786152 | ₹4.3 Cr+₹35.6 L (9.03%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | LALON KR MORAN L5 | M S Tapan Dutta L2 | M/S B.B. Enterprise L4 | Ram Swarup Yadav L1 | B. K. Construction L3 | Sri Girin Chutia L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road Land .(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 materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i) By Manual Means A. In area of light jungle.
(I) By Manual Means
(B) In area of thorny jungle | 11.94 | Hectare | 30,000 ₹3,58,200 Lowest | 71,599.08 ₹8,54,893.02 | 69,513.5 ₹8,29,991.19 | 59,999.69 ₹7,16,396.3 | 68,809.1 ₹8,21,580.65 | 71,662.15 ₹8,55,646.07 |
| 2.00 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401. | 337.55 | Cum | 6,500 ₹21,94,075 | 5,500 ₹18,56,525 | 4,890.87 ₹16,50,913.17 | 5,000.06 ₹16,87,770.25 | 4,840.44 ₹16,33,890.52 Lowest | 5,042.13 ₹17,01,970.98 |
| 3.00 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) . Grading - II. | 914.06 | Cum | 5,000 ₹45,70,300 Lowest | 6,400 ₹58,49,984 | 6,603.07 ₹60,35,602.16 | 5,855.27 ₹53,52,068.1 | 6,535 ₹59,73,382.1 | 6,807.29 ₹62,22,271.5 |
| 4.00 | Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) . Grading - III. | 1,617.19 | Cum | 7,800 ₹1,26,14,082 | 7,000 ₹1,13,20,330 | 6,720.93 ₹1,08,69,020.79 | 5,910 ₹95,57,592.9 Lowest | 6,651.64 ₹1,07,56,965.69 | 6,928.79 ₹1,12,05,169.9 |
| 5.00 | Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) .
'(i) With bitumen emulsion-CSS-1h | 21,562.55 | Sqm | 55 ₹11,85,940.25 | 50 ₹10,78,127.5 | 52.61 ₹11,34,405.76 | 49 ₹10,56,564.95 Lowest | 52.07 ₹11,22,761.98 | 54.24 ₹11,69,552.71 |
| 6.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.).
(b) dry & hungry bituminous surface | 63,937.5 | Sqm | 15 ₹9,59,062.5 | 11 ₹7,03,312.5 Lowest | 14.25 ₹9,11,109.38 | 13 ₹8,31,187.5 | 14.1 ₹9,01,518.75 | 14.69 ₹9,39,241.88 |
| 7.00 | Providing and laying semi dense bituminus concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading,premixed with bituminous binder @ 4.5 to 5% of Mix and filler transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the reqd.grade,level and alignment,rolling with smooth wheele,vibratory and tandem rollers to achieve the desired compaction as per MoSRTH CL.No.508.Complete in all respect.(Including carriage of amixed materials up to 10.km initial lead from mixing plant )
(D) I.(ii) for Grading II (10mm Nominal Size) | 1,758.28 | Cum | 12,000 ₹2,10,99,360 | 10,100 ₹1,77,58,628 Lowest | 11,975.85 ₹2,10,56,897.54 | 11,500 ₹2,02,20,220 | 11,852.39 ₹2,08,39,820.29 | 12,346.24 ₹2,17,08,146.87 |
Tender Value
Refer Docs
EMD Value
₹8.8 L
Closing Date
1 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
O/o the Chief Engineer, PWD, Roads, Assam, Chandmari, Guwahati
SOPD_G_20_21_175 Improvement of road from Dirak Hunjan to Bordumsa road (Ch. 0.00 to 17050.00 m) under SOPD-G for the year 2020-21, Margherita LAC
2021_PWD_20217_130
CE/DEV/TB/93/2020-21/33
Open Tender
Civil Works
Item Rate
270 days
Margherita
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer,ASRB
₹8.8 L
Yes
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
11 Feb 2021
20 Jan 2021
1 Feb 2021
20 Jan 2021
1 Feb 2021
22 Jan 2021
20 Jan 2021 - 1 Feb 2021
21 Jan 2021
Amount
Clearing and Grubbing Road Land .(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 materials to beused or auctioned up to lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. (i) By Manual Means A. In area of light jungle. (I) By Manual Means (B) In area of thorny jungle
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401.
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) . Grading - II.
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) . Grading - III.
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 1.00 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.) . '(i) With bitumen emulsion-CSS-1h
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.). (b) dry & hungry bituminous surface
Providing and laying semi dense bituminus concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading,premixed with bituminous binder @ 4.5 to 5% of Mix and filler transporting the hot mix to work site,laying with a hydrostatic paver finisher with sensor control to the reqd.grade,level and alignment,rolling with smooth wheele,vibratory and tandem rollers to achieve the desired compaction as per MoSRTH CL.No.508.Complete in all respect.(Including carriage of amixed materials up to 10.km initial lead from mixing plant ) (D) I.(ii) for Grading II (10mm Nominal Size)
M S Tapan Dutta
B. K. Construction
M/S B.B. Enterprise
LALON KR MORAN
Sri Girin Chutia
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.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 .