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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹0.01 (<0.01%)Admitted-Finance ADHARSHPUR LANE CITY TOWN GUWAHATI P O KAHILIPARA P S DISPUR PIN 781019 DISTRICT KAMRUP METRO ASSAM | KAMRUP METRO | ASSAM | 781019 | ₹1.7 Cr+₹0.01 (<0.01%) | L2 | Admitted-Finance |
| 3 | L2₹1.7 Cr+₹0.01 (<0.01%)Admitted-Finance | ₹1.7 Cr+₹0.01 (<0.01%) | L2 | Admitted-Finance |
| 4 | L3₹1.7 Cr+₹0.01 (<0.01%)Admitted-Finance BOHUABARI HOUSE NO NIL CITY TOWN DEMOW P O BAM RAJABARI P S DEMOW DIST SIVASAGAR PIN 785671 | SIVASAGAR | ASSAM | 785671 | ₹1.7 Cr+₹0.01 (<0.01%) | L3 | Admitted-Finance |
| 5 | L4₹1.9 Cr+₹18.6 L (11.1%)Admitted-Finance | ₹1.9 Cr+₹18.6 L (11.1%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUNMONI BURAGOHAIN L1 | Sri Sajiblal Baruah L2 | M/S East India Construction L2 | RANJIT BORGOHAIN L3 | S K JUAL ALI L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.)-from private land | 955.41 | Cum | - | - | - | - | - |
| 2.00 | 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.)_ from private land | 1,155.03 | Cum | - | - | - | - | - |
| 3.00 | Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401_for grading- II Material | 218.7 | Cum | - | - | - | - | - |
| 4.00 | 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 all leads)-Grading- III | 232.51 | Cum | - | - | - | - | - |
| 5.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) | 13,556.85 | Sqm | - | - | - | - | - |
| 6.00 | Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. (including carriage of mixed materials up to all leads )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
With rock dust as filler -with 60/70 or VG-30 grade bitumen
for GradingII(10 mm nominal size) | 355.87 | Cum | - | - | - | - | - |
| 7.00 | Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) | 729.51 | Cum | - | - | - | - | - |
| 8.00 | Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete.-Bricks on flat soling, | 1,374.55 | Sqm | - | - | - | - | - |
| 9.00 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork-PCC Grade M15 | 350.25 | Cum | - | - | - | - | - |
| 10.00 | Providing Saccer Drain as per Technical Specification and as directed by Engineer in Charge | 2,900 | RM | - | - | - | - | - |
Tender Value
₹1.9 Cr
EMD Value
₹3.7 L
Closing Date
28 May 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads),Guwahati
Office of the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati-3
Sib/AD/19-20/05 Improvement and widening of Sivasagar Tank road
2020_PWD_17545_4
CE/Maint/AD/404/2019/12
Open Tender
Civil Works
Item Rate
180 days
Sibsagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,600
Yes
Empowered Officer, Assam State Road Board
₹3.7 L
Yes
15 Jun 2020
20 May 2020
29 May 2020
20 May 2020
28 May 2020
20 May 2020
20 May 2020 - 28 May 2020
Amount
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.)-from 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.)_ from private land
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401_for grading- II Material
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 all leads)-Grading- III
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. (including carriage of mixed materials up to all leads )( Including cost of testing of materials at site and laboratory as directed by the deptt.) With rock dust as filler -with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)
Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)
Providing brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete.-Bricks on flat soling,
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork-PCC Grade M15
Providing Saccer Drain as per Technical Specification and as directed by Engineer in Charge
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
Providing Speed Breaker as per Technical Specification and as directed by Engineer in Charge
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.-80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.
Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.
Providing and laying Colour (Colour Pigment ) interlocking concrete block pavement having thickness 80mm as per technical specification complete_including carriage 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)-60cm equilateral traingle
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)-60cm Circular
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)-80cmm x 60 cm rectangular
Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm 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)
Tree reflector made of heigh intensity grade retro-reflectorised sheeting fixed over aluminium sheeting of 2mm/0.28mm thick firmly fixed with necessary galvanized nail.-a)100mm dia/100mmx100mm.
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.
Planting of Trees and their Maintenance for one 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 one year.
Providing existing footpath as per Technical Specification and as directed by Engineer in Charge
1st year Routine Maintenance
2nd year Routine Maintenance
3rd year Routine Maintenance
Sri Sajiblal Baruah
M/S East India Construction
RANJIT BORGOHAIN
S K JUAL ALI
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