Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance LAKHINAGAR HOUSE NO NIL CITY TOWN NAGAON P O HAIBORGAON P S SADAR DISTRICT NAGAON PIN 782001 | NAGAON | ASSAM | 782001 | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L1₹2.9 CrAdmitted-Finance | ₹2.9 Cr | L1 | Admitted-Finance |
| 3 | L2₹3.3 Cr+₹32.7 L (11.1%)Admitted-Finance | ₹3.3 Cr+₹32.7 L (11.1%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S B.D. Associates L1 | Ram Nath Borah L2 | Md. AsabUddin Choudhury L1 |
|---|---|---|---|---|---|---|
| 1.00 | 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 Technical Specification Clause 201.
(i) By Manual Means
(A) In area of light jungle | 0.81 | Hect | 45,000 ₹36,450 | 48,192.48 ₹39,035.91 | 34,000 ₹27,540 Lowest |
| 2.00 | Construction of embankment with approved material 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) from private land | 6,305.24 | cum | 221 ₹13,93,458.04 | 260.58 ₹16,43,019.44 | 120 ₹7,56,628.8 Lowest |
| 3.00 | 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) | 274.81 | cum | 100 ₹27,481 | 123.4 ₹33,911.55 | 75 ₹20,610.75 Lowest |
| 4.00 | 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 lead upto 1000 m as per Technical Specification Clause 303.1.
(i) from private land | 3,541.89 | cum | 250 ₹8,85,472.5 | 323.52 ₹11,45,872.25 | 165 ₹5,84,411.85 Lowest |
| 5.00 | Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material | 2,651.88 | cum | 2,520 ₹66,82,737.6 | 2,782.31 ₹73,78,352.24 | 2,300 ₹60,99,324 Lowest |
| 6.00 | Providing, laying, spreading and compacting stone aggregates 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, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Using stone screening Type-B 11.2 mm for Gr.III
(A) By Manual Means | 1,203.54 | cum | 3,900 ₹46,93,806 Lowest | 4,363.46 ₹52,51,598.65 | 3,915 ₹47,11,859.1 |
| 7.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage.
(i) (a) Including Edge block/ Edge restraints | 16,047.25 | Sqm | 950 ₹1,52,44,887.5 Lowest | 1,038.13 ₹1,66,59,131.64 | 1,040 ₹1,66,89,140 |
| 8.00 | Retro reflectorised Traffic sign:
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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
(ii) 60cm equilateral traingle | 19 | each | 3,500 ₹66,500 Lowest | 4,207.44 ₹79,941.36 | 4,400 ₹83,600 |
| 9.00 | Retro reflectorised Traffic sign:
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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
(iii) 60cm circular | 8 | each | 5,000 ₹40,000 Lowest | 5,552.37 ₹44,418.96 | 5,600 ₹44,800 |
| 10.00 | Retro reflectorised Traffic sign:
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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
(iv) 90cm Octagon Sign | 1 | each | 4,672.36 ₹4,672.36 Lowest | 8,935.36 ₹8,935.36 | 8,508 ₹8,508 |
Tender Value
₹3.3 Cr
EMD Value
₹6.5 L
Closing Date
8 Dec 2020, 2:00 pmClosed
C.E. PWD (Roads), Assam, Chandmari
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwahati, 781003
Jamunamukh-SOPD_G_20_21_26 Construction of (i) Murajhar Samar -Ali Road (Balance portion) from( Ch.5000.00 m to Ch.7300.00 m ), ii) Const. of Dabaka Jamunamukh Road (Balance portion) from (Ch.15300.00 m to Ch.16000.00 m) by widening and strengthening
2020_PWD_19373_1
CE/DEV/TB/237/2020-21/4
Open Tender
Civil Works
Item Rate
270 days
Jamunamukh
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, Assam State Road Board
₹6.5 L
Yes
O/o the C.E. PWD (Roads), Assam, Chandmari, Guwaha
12 Jan 2021
21 Nov 2020
8 Dec 2020
21 Nov 2020
8 Dec 2020
25 Nov 2020
21 Nov 2020 - 8 Dec 2020
23 Nov 2020
Amount
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 Technical Specification Clause 201. (i) By Manual Means (A) In area of light jungle
Construction of embankment with approved material 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) from private land
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)
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 lead upto 1000 m as per Technical Specification Clause 303.1. (i) from private land
Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material
Providing, laying, spreading and compacting stone aggregates 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, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Using stone screening Type-B 11.2 mm for Gr.III (A) By Manual Means
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. (i) (a) Including Edge block/ Edge restraints
Retro reflectorised Traffic sign: 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 60cm equilateral traingle
Retro reflectorised Traffic sign: 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iii) 60cm circular
Retro reflectorised Traffic sign: 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (iv) 90cm Octagon Sign
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer stone (Precast)
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
(B) Type B (First Class) Bedding Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)
Brick Masonry Work in cement mortar in foundation of Head walls complete exculding pointing and plastering as per drawing and technical specification Clause 1109 A. Brick masonary work in cement morter 1:3
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B)1000 mm dia
Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
Md. AsabUddin Choudhury
Ram Nath Borah
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 • 0.76 MB
Tendernotice_2.pdf
PDF • 1.74 MB
Tendernotice_3.pdf
PDF • 0.11 MB
BOQ_30016.xls
BOQ • 0.29 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 .