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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 CrAdmitted-Finance JAYANAGAR GUWAHATI PO BELTOLA DIST KAMRUP METRO PIN 781028 | KAMRUP METRO | ASSAM | 781028 | ₹10.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹10.5 CrAdmitted-Finance 8TH FLOOR SETHI TRUST BUILDING UNIT II BHANGAGARH G S ROAD GUWAHATI 781005 | KAMRUP METRO | ASSAM | 781005 | ₹10.5 Cr | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical C O TUNI RAM BORAH WARD NO 15 JORHAT TOWN S N B ROAD JAIL ROAD P O P S DIST JORHAT PIN 785001 | JORHAT | ASSAM | 785001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Sailaja Commercial Construction pvt ltd L1 | PRABHU AGARWALLA CONSTRUCTION PVT LTD L2 |
|---|---|---|---|---|---|
| 1.00 | Eartwork in excavation for structure as per drawing and Technical specification Clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.
1. Ordinary Soil
upto 3.00m depth | 10,319.7 | Cum | - | - |
| 2.00 | Granular Sub Base with Well Graded Material (Table-400.1)
A) By Mix in Place Method
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 meyhod with rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density comlete as per Technical specification Clause 401.
For Grading II Material | 5,000 | Cum | - | - |
| 3.00 | Providing, laying, Spreading and compacting stone aggreegates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stage to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of course agreegates, watering and compacting to the required density grading2 as per technical specification clause 405.
A) By Manual Means | 1,800 | Cum | - | - |
| 4.00 | Providing, laying, Spreading and compacting stone aggreegates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stage to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of course agreegates, watering and compacting to the required density grading3 as per technical specification clause 405.
A) By Manual Means | 1,800 | Cum | - | - |
| 5.00 | Providing and laying Interlocking concrete block pavement (M-40) having thickness 80mm as per Technical specification Clause 1504 complete including carriage.
a) Including Edge Block/Edge Restraints | 24,000 | Sqm | - | - |
| 6.00 | For footpath & decorative grill:
Providing and laying colour Interlocking concrete block pavement (M-40) having thickness 80mm as per Technical specification Clause 1504 complete including carriage.
a) Including Edge Block/Edge Restraints | 3,24,000 | No | - | - |
| 7.00 | Brick Massonry work in cement morter in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600,1202,& 1203.
ii)Brick massonry in 1:4 cement morter | 1,500 | Cum | - | - |
| 8.00 | Filling foundation trenches as per drawing and technical specification Clause 305.3.9
I) Sand filling | 1,440 | Cum | - | - |
| 9.00 | Eartwork in excavation for structure as per drawing and Technical specification Clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material.
1. Ordinary Soil
upto 3.00m depth | 3,240 | Cum | - | - |
| 10.00 | Errection of Decorative Grill | 2,763 | No | - | - |
Tender Value
₹10 Cr
EMD Value
₹20 L
Closing Date
5 Feb 2020, 2:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
SOPD_SIG_19_20_39 Improvement of NH-15 from SP office to NH-15 Golia river bridge both side parking area with drain cum footpath with ICBP coloured block under Signature Project of SOPD-G (State Priority Scheme) for the year 2019-20, Biswanath LAC
2020_PWD_15864_39
CE/DEV/TB/199/2019-20/01
Open Tender
Civil Works
270 days
Biswanath
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
Empowered Officer, ASRB A/C No. 10566991479
₹20 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
18 May 2020
13 Jan 2020
5 Feb 2020
13 Jan 2020
5 Feb 2020
17 Jan 2020
13 Jan 2020 - 1 Feb 2020
17 Jan 2020
Amount
Eartwork in excavation for structure as per drawing and Technical specification Clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. 1. Ordinary Soil upto 3.00m depth
Granular Sub Base with Well Graded Material (Table-400.1) A) By Mix in Place Method 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 meyhod with rotovator at OMC, and compacting with smooth wheel roller to achieve the desired density comlete as per Technical specification Clause 401. For Grading II Material
Providing, laying, Spreading and compacting stone aggreegates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stage to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of course agreegates, watering and compacting to the required density grading2 as per technical specification clause 405. A) By Manual Means
Providing, laying, Spreading and compacting stone aggreegates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stage to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of course agreegates, watering and compacting to the required density grading3 as per technical specification clause 405. A) By Manual Means
Providing and laying Interlocking concrete block pavement (M-40) having thickness 80mm as per Technical specification Clause 1504 complete including carriage. a) Including Edge Block/Edge Restraints
For footpath & decorative grill: Providing and laying colour Interlocking concrete block pavement (M-40) having thickness 80mm as per Technical specification Clause 1504 complete including carriage. a) Including Edge Block/Edge Restraints
Brick Massonry work in cement morter in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600,1202,& 1203. ii)Brick massonry in 1:4 cement morter
Filling foundation trenches as per drawing and technical specification Clause 305.3.9 I) Sand filling
Eartwork in excavation for structure as per drawing and Technical specification Clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material. 1. Ordinary Soil upto 3.00m depth
Errection of Decorative Grill
Providing and laying Concrete Edge Block/Edge Restrain (M-40 Grade) of size 300mmX300mmX150mm including Carriage complete as per Technical Specification clause 1504.
Colour of Edge restrain Block with Black and White Colour
Shifting of Utility Services as per direction of the Executive Engineer in consultation with the concerned department
PRABHU AGARWALLA CONSTRUCTION PVT LTD
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