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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 CrAdmitted-Finance ASSAM CHANDMARI GUWAHATI 3 LOCATION ASSAM AS | ₹3.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹0.38 (<0.01%)Admitted-Finance 1ST FLOOR PRAGJYOTISHPUR MARKET BLDG G S ROAD GUWAHATI 5 ASSAM | GUWAHATI | ASSAM | ₹3.3 Cr+₹0.38 (<0.01%) | L2 | Admitted-Finance |
| 3 | L2₹3.3 Cr+₹0.38 (<0.01%)Admitted-Finance LAKHINAGAR HOUSE NO NIL CITY TOWN NAGAON P O HAIBORGAON P S SADAR DISTRICT NAGAON PIN 782001 | NAGAON | ASSAM | 782001 | ₹3.3 Cr+₹0.38 (<0.01%) | L2 | Admitted-Finance |
| 4 | L2₹3.3 Cr+₹0.38 (<0.01%)Admitted-Finance HAIBORGAON CITY TOWN NAGAON P O HAIBORGAON P S NAGAON PIN 782002 DISTRICT NAGAON ASSAM | NAGAON | ASSAM | 782002 | ₹3.3 Cr+₹0.38 (<0.01%) | L2 | Admitted-Finance |
| 5 | L3₹3.7 Cr+₹37.0 L (11.1%)Admitted-Finance | ₹3.7 Cr+₹37.0 L (11.1%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S B.D. Associates L2 | Ram Nath Borah L3 | GUNJ ASSOCIATES L2 | Rishabh Jain L2 | PRASANTA BORA L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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. | 5,777.44 | Sqm | 6 ₹34,664.64 | 7.35 ₹42,464.18 | 5.5 ₹31,775.92 Lowest | 8 ₹46,219.52 | 6.61 ₹38,188.88 |
| 2.00 | Dressing & profiling the existing WBM/Granular/Earthen surface layer of the road from edge to edge of the existing carriage way and both the shoulders, filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 tonne roller to obtain specified compaction, etc to obtain a uniform formation surface with cross fall from the road centre line to the outer edges of the existing embankment. Works to be carried out in accordance with MORT&H specifivation section 300 and as directed by the deptt. (rate considered as per SOR for road bridge and culvert works for all divisions inder PWD Assam 2009-10, at sections where the top level of the subgrade of the existing road surface is not proposed to be raised by more than 100mm.
I) Roads having hard crust | 4,551.25 | cum | 100 ₹4,55,125 | 129.28 ₹5,88,385.6 | 95 ₹4,32,368.75 | 78 ₹3,54,997.5 Lowest | 116.35 ₹5,29,537.94 |
| 3.00 | 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 | 3,873.3 | cum | 250 ₹9,68,325 | 323.52 ₹12,53,090.02 | 200 ₹7,74,660 | 163 ₹6,31,347.9 Lowest | 291.17 ₹11,27,788.76 |
| 4.00 | 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) | 1,082.53 | cum | 100 ₹1,08,253 | 123.4 ₹1,33,584.2 | 100 ₹1,08,253 | 90 ₹97,427.7 Lowest | 111.06 ₹1,20,225.78 |
| 5.00 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 1,750.58 | cum | 60 ₹1,05,034.8 | 67.69 ₹1,18,496.76 | 60 ₹1,05,034.8 | 30 ₹52,517.4 Lowest | 60.92 ₹1,06,645.33 |
| 6.00 | 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 | 1,361 | cum | 2,582 ₹35,14,102 | 2,813.11 ₹38,28,642.71 | 2,800 ₹38,10,800 | 2,700 ₹36,74,700 | 2,531.8 ₹34,45,779.8 Lowest |
| 7.00 | 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.II
(A) By Manual Means | 716.07 | cum | 3,950 ₹28,28,476.5 | 4,430.4 ₹31,72,476.53 | 3,600 ₹25,77,852 | 3,500 ₹25,06,245 Lowest | 3,987.36 ₹28,55,228.88 |
| 8.00 | 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 | 1,501.4 | cum | 3,950 ₹59,30,530 | 4,438.26 ₹66,63,603.56 | 3,650 ₹54,80,110 Lowest | 3,800 ₹57,05,320 | 3,994.43 ₹59,97,237.2 |
| 9.00 | 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 | 20,030 | Sqm | 950 ₹1,90,28,500 | 1,038.13 ₹2,07,93,743.9 | 980 ₹1,96,29,400 | 1,000 ₹2,00,30,000 | 934.32 ₹1,87,14,429.6 Lowest |
| 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
(ii) 60cm equilateral traingle | 24 | each | 4,000 ₹96,000 | 4,207.44 ₹1,00,978.56 | 3,900 ₹93,600 | 2,000 ₹48,000 Lowest | 3,786.7 ₹90,880.8 |
Tender Value
₹3.7 Cr
EMD Value
₹7.4 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_27 Re-construction of Roads ,i) Jamunamukh Railway crossing to Jamunamukh Higher Secondary school widening and strengthening the road with ICBP , II)Kapili RCC bridge approach Road towards Jamunamukh market widening and streng
2020_PWD_19373_2
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
₹7.4 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
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.
Dressing & profiling the existing WBM/Granular/Earthen surface layer of the road from edge to edge of the existing carriage way and both the shoulders, filling low spots and ravelled stretches by providing additional materials of same type as that of the existing top surface layer, cambering, watering, rolling with 8-10 tonne roller to obtain specified compaction, etc to obtain a uniform formation surface with cross fall from the road centre line to the outer edges of the existing embankment. Works to be carried out in accordance with MORT&H specifivation section 300 and as directed by the deptt. (rate considered as per SOR for road bridge and culvert works for all divisions inder PWD Assam 2009-10, at sections where the top level of the subgrade of the existing road surface is not proposed to be raised by more than 100mm. I) Roads having hard crust
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
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)
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
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.II (A) By Manual Means
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) 80cmm x 60 cm rectangular
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.
M/S B.D. Associates
GUNJ ASSOCIATES
Rishabh Jain
Ram Nath Borah
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