Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 Cr+₹18,373.15 (0.06%)Admitted-Finance 217A LAKHIPUR COLLEGE ROAD NEAR RAMKRISHNA MISSION WARD NO 1 LAKHIPUR CACHAR ASSAM 788103 | CACHAR | ASSAM | 788103 | ₹3.0 Cr+₹18,373.15 (0.06%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Titu Kumar Das L2 | Khalid Ahmed Ma L1 |
|---|---|---|---|---|---|
| 1.00 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1,875 | Sqm | 7.35 ₹13,781.25 Lowest | 7.35 ₹13,781.25 Lowest |
| 2.00 | Excavation in Cutting in Soil by manual means with lead upto 50 m
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition) Ch 0.0 to 640.0 m (Excluding Br gap) | 296.23 | Cum | 123.4 ₹36,554.78 Lowest | 123.4 ₹36,554.78 Lowest |
| 3.00 | 3.4.Construction of Embankment with Material Obtained from Borrow Pits.Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m transporting to site spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.(i) Private Land. | 18,373.15 | Cum | 259 ₹47,58,645.85 | 258 ₹47,40,272.7 Lowest |
| 4.00 | 3.14.Construction of Subgrade and Earthen Shoulders. Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303 (i) Private Land | 5,490.81 | Cum | 323.52 ₹17,76,386.85 Lowest | 323.52 ₹17,76,386.85 Lowest |
| 5.00 | 4.1.Construction of Granular Sub-Base by providing well graded material spreading in uniforms layers by tractor with grading attachment on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401. | 1,321.56 | Cum | 2,933.23 ₹38,76,439.44 Lowest | 2,933.23 ₹38,76,439.44 Lowest |
| 6.00 | WBM Grading -III.Providing laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applyying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the reqoured density Grading 2 as per Technical Specification Clause 405.(A) By Manual Means.(ii) Hand broken metal from River Boulder.
(B) Grading No.III | 1,028.81 | Cum | 4,666.62 ₹48,01,065.32 Lowest | 4,666.62 ₹48,01,065.32 Lowest |
| 7.00 | Providing and laying Inertlocking Concrete Block Pavement (M40) having thickness 80mm as per technical specification clause 1504 . | 13,717.5 | Sqm | 1,038.13 ₹1,42,40,548.28 Lowest | 1,038.13 ₹1,42,40,548.28 Lowest |
| 8.00 | Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 (ii) 60 cm equilateral triangle | 3 | each | 4,207.41 ₹12,622.23 Lowest | 4,207.41 ₹12,622.23 Lowest |
| 9.00 | Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 (iii) 60 cm circular | 5 | each | 5,552.27 ₹27,761.35 Lowest | 5,552.27 ₹27,761.35 Lowest |
| 10.00 | Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 (iv) 800mm x 600mm rectangular | 3 | each | 7,638.46 ₹22,915.38 Lowest | 7,638.46 ₹22,915.38 Lowest |
Tender Value
₹3.0 Cr
EMD Value
₹6.1 L
Closing Date
18 Feb 2021, 2:00 pmClosed
Chief Engineer, PWD, Roads, Assam, Chandmari, Ghy
O/o the Chief Engineer, PWD, Roads, Assam, chandmari, Guwahati-781003
SOPD_G_20_21_122 Improvement of road from Hathikhal Bazar to Sonai Kabuganj road via Gharmurah under SOPD-G for the year 2020-21, Sonai LAC
2021_PWD_21253_5
CE/DEV/TB/93/2020-21/80
Open Tender
Civil Works
Item Rate
270 days
Sonai
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,100
Empowered Officer, ASRB
₹6.1 L
Yes
O/o the Chief Engineer, PWD, Roads, Assam, chandma
22 Feb 2021
15 Feb 2021
18 Feb 2021
15 Feb 2021
18 Feb 2021
16 Feb 2021
15 Feb 2021 - 18 Feb 2021
16 Feb 2021
Amount
Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition) Ch 0.0 to 640.0 m (Excluding Br gap)
3.4.Construction of Embankment with Material Obtained from Borrow Pits.Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5 m transporting to site spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5.(i) Private Land.
3.14.Construction of Subgrade and Earthen Shoulders. Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303 (i) Private Land
4.1.Construction of Granular Sub-Base by providing well graded material spreading in uniforms layers by tractor with grading attachment on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401.
WBM Grading -III.Providing laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber applyying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the reqoured density Grading 2 as per Technical Specification Clause 405.(A) By Manual Means.(ii) Hand broken metal from River Boulder. (B) Grading No.III
Providing and laying Inertlocking Concrete Block Pavement (M40) having thickness 80mm as per technical specification clause 1504 .
Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 (ii) 60 cm equilateral triangle
Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 (iii) 60 cm circular
Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701 (iv) 800mm x 600mm rectangular
Hume Pipe Culvert Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;305.1 , including setting out, construction of shoring and bracing,removal of stumps and other deleterious materials and disposal upto a lead
Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202,&1203 B. with Natural Gravel (i) PCC Grade M-10 (I)Nominal mix 1:3:6.
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 II Brick Masonry 1:4cement morter
Providing & laying reinforced cement concrete pipe NP3 as per designed in single row for culvert on 1 st class beddting of granular materials including fixing of collars with cement mortor 1:2 asper CL No. 1106. 1000mm Dia
Plastering with Cement Morter (1:4), 15mm thick on brick work in sub structure as per drawing & technical specification.
Titu Kumar Das
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
Tendernotice_1.pdf
PDF • 0.97 MB
Tendernotice_2.pdf
PDF • 1.92 MB
Tendernotice_3.pdf
PDF • 0.11 MB
BOQ_33151.xls
BOQ • 0.28 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 .