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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.2 Cr+₹363.74 (<0.01%)Admitted-Finance | ₹1.2 Cr+₹363.74 (<0.01%) | L2 | Admitted-Finance |
| 3 | L3₹1.2 Cr+₹4.5 L (3.81%)Admitted-Finance PURANA PATTY WARD 4 SIVASAGAR | SIVASAGAR | SIVASAGAR | ASSAM | ₹1.2 Cr+₹4.5 L (3.81%) | L3 | Admitted-Finance |
| 4 | L4₹1.3 Cr+₹10.4 L (8.89%)Admitted-Finance | ₹1.3 Cr+₹10.4 L (8.89%) | L4 | Admitted-Finance |
| 5 | L5₹1.3 Cr+₹10.7 L (9.11%)Admitted-Finance | ₹1.3 Cr+₹10.7 L (9.11%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Friend Enterprise L1 | J. B. CONSTRUCTION L2 | ZAFRUL BARIK L3 | PABAN BORGOHAIN L4 | DULU SAIKIA L5 | BIPIN BORUAH L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Removal of Existing ICBP Surface and stacking at suitable place and select the usable paver block | 234 | Sqm | - | - | - | - | - | - |
| 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 | 1,887.47 | Cum | - | - | - | - | - | - |
| 3.00 | Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) | 2,340 | Cum | - | - | - | - | - | - |
| 4.00 | 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 | 964.5 | 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 all leads)-Grading- III | 482.25 | Cum | - | - | - | - | - | - |
| 6.00 | 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.) | 725.9 | Cum | - | - | - | - | - | - |
| 7.00 | 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. | 5,537.4 | Sqm | - | - | - | - | - | - |
| 8.00 | Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504. | 94.9 | Cum | - | - | - | - | - | - |
| 9.00 | 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 | 325.6 | Sqm | - | - | - | - | - | - |
| 10.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 25.2 | Sqm | - | - | - | - | - | - |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
5 Feb 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Sib/AD/19-20/06 Improvement of approach road to Talatal Ghar, Joysagar
2020_PWD_16002_91
CE/Maint/A.D./404/2019/2
Open Tender
Civil Works
Item Rate
180 days
Sibsagar
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,900
Empowered Officer, ASRB
₹2.6 L
Yes
O/o the Chief Engineer, PWD (Roads), Assam
25 Feb 2020
24 Jan 2020
6 Feb 2020
24 Jan 2020
5 Feb 2020
24 Jan 2020
24 Jan 2020 - 1 Feb 2020
28 Jan 2020
Amount
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
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)
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
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 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
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork -PCC Grade M20
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)-90cm 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)-80cmm x 60 cm rectangular
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)-90cm high octagon
Direction and place identification sign more than 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 exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. 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 Linear Delineator System with Diamond grade reflective sheeting of size 80cmx10cm, fixing over thin gauge crimped aluminium sheeting with single colour panels of Yellow/Red/White and fixing to the object as per specification of the manufacturer.
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.
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/ 3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).-a) Bi-directional Stud
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.
1st year Routine Maintenance
2nd year Routine Maintenance
3rd year Routine Maintenance
J. B. CONSTRUCTION
ZAFRUL BARIK
PABAN BORGOHAIN
DULU SAIKIA
BIPIN BORUAH
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