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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L1₹1.1 CrAdmitted-Finance BHOWKAMARI CITY TOWN BARPETA P O KAYAKUCHI P S BARPETA DISTRICT BARPETA PIN 781352 | BARPETA | ASSAM | 781352 | ₹1.1 Cr | L1 | Admitted-Finance |
| 3 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 4 | L1₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L1 | Admitted-Finance |
| 5 | L2₹1.1 Cr+₹61,277.37 (0.56%)Admitted-Finance | ₹1.1 Cr+₹61,277.37 (0.56%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Durjan Ali L1 | BABULAL SARKAR L1 | HANUMAN ENTERPRISE L1 | Taizuddin Ahmed L1 | Dilip Barman L2 |
|---|---|---|---|---|---|---|---|---|
| 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. By Manual Means (A) In area of non thorny jungle | 0.7 | Hect | - | - | - | - | - |
| 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.Private Land | 2,971.6 | Cum | - | - | - | - | - |
| 3.00 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
(a) from private land | 6,379.3 | Cum | - | - | - | - | - |
| 4.00 | 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.Grade II | 595.95 | Cum | - | - | - | - | - |
| 5.00 | 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. )
B. By Mechanical Means. 1) Grading -III
(c) Using Screening Type-B (11.2mm Agg.) (Qty as per Statement II) | 358.15 | Cum | - | - | - | - | - |
| 6.00 | Providing and laying interlocking concrete block pavement (M30) having thickness 80mm as per drawing and Technical specification clause 1504 complet(inclusive edge restraints and carriage) a) Including Edge block/ edge restraints | 4,770.5 | sqm | - | - | - | - | - |
| 7.00 | Retro reflectorised Traffic sign:
Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (ii)60cm circular | 2 | each | - | - | - | - | - |
| 8.00 | Construction of HP 1000 mm dia H.P Culvert single opening | 1 | each | - | - | - | - | - |
| 9.00 | Construction of HP 1000 mm dia H.P Culvert triple opening | 1 | each | - | - | - | - | - |
| 10.00 | Routine maintenance for 1 year@Rs 44000.00 | 1.45 | Km | - | - | - | - | - |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
21 Jan 2020, 2:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
CE/Maint/5th ASFC/Barpeta-01 Construction of Kaharpara Besimari Kirtan Ghar Road under 5th Assam State Finance Commission for the year 2018-19.
2020_PWD_15846_1
CE/Maint/5thASFC/298/2018/7
Open Tender
Civil Works
Item Rate
180 days
Barpeta
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,000
Empowered Officer, ASRB
₹2.5 L
Yes
11 Feb 2020
10 Jan 2020
22 Jan 2020
11 Jan 2020
21 Jan 2020
11 Jan 2020
11 Jan 2020 - 21 Jan 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. By Manual Means (A) In area of non thorny 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.Private Land
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) 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.Grade 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. ) B. By Mechanical Means. 1) Grading -III (c) Using Screening Type-B (11.2mm Agg.) (Qty as per Statement II)
Providing and laying interlocking concrete block pavement (M30) having thickness 80mm as per drawing and Technical specification clause 1504 complet(inclusive edge restraints and carriage) a) Including Edge block/ edge restraints
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand) (ii)60cm circular
Construction of HP 1000 mm dia H.P Culvert single opening
Construction of HP 1000 mm dia H.P Culvert triple opening
Routine maintenance for 1 year@Rs 44000.00
BABULAL SARKAR
HANUMAN ENTERPRISE
Taizuddin Ahmed
Dilip Barman
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