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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAdmitted-Finance BILASIPARA P O P S BILASIPARA DHUBRI ASSAM | DHUBRI | ASSAM | 783348 | ₹2.8 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s. Jaichand Lal Singhi L1 |
|---|---|---|---|---|
| 1.00 | Construction of granular sub-base by 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,r and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For grading -II Material. ( Refer Annexure-I) | 37.8 | Cum | - |
| 2.00 | 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 smooth wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming , crushable screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 3 as per Technical Specifiction Clause 405.(A) By Mechanicall Means | 150.9 | Cum | - |
| 3.00 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | 17,600 | Sqm | - |
| 4.00 | Providing and applying tack coat with bitumen emalsion (CRS-1 ) using emalsion distributor at the rate of 0.25 to 0.30 kg /sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 . | 35,200 | Sqm | - |
| 5.00 | Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hit mix to work site, laying with hydro static paver finisher with sensor control tothe required grade, level and aligment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT & H cl. no. 507 complete in all respect (including carrieage up to intial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km intial lead from mixing plant 9 including cost of testing of material at site and laboratory)
A. With hydrated lime/cement as filler
(a) With 60/70 or VG-30 grade bitumen
(ii) For grading -II (19 mm nominal size) [ Quantity referred from Statement No. 3 & Rate referred from Analysis No.2] | 1,056 | Cum | - |
| 6.00 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site , laying with hydro static paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT & H cl. no. 509 complete in all respect ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km initial lead form mixing plant ( Including cost of testing of material at site and laboratory)
A. With hydrated lime/cement as filler
(a) With 60/70 or VG-30 grade bitumen
(ii) For grading - II ( 13 mm nominal size) [ Quantity referred from Statement No. 3 & Rate referred from Analysis No.3] | 704 | Cum | - |
| 7.00 | 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. | 100 | Each | - |
| 8.00 | Providing and fixing of typical informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.60 mm thick, top and middle plate duly welded with MS flat iron 25 mm X 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmX25mm X 5mm.. The angle iron grame of the lower most plate and flat iron frame of middle plate will be welded to 2 no.s 75mmX75mm of 12 SWG sheet tubes posts duly embaded in cement concrete M-15 grade blocks of 450mmX450mmX600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX47mm of 12 SWG steel plate tube. All MS will be painted with ready mixed synthetic enamel paint and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1 | 1 | No. | - |
| 9.00 | 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) (i)60cm equilateral Traingle | 6 | Each | - |
| 10.00 | 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 | 6 | Each | - |
Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
1 Jun 2020, 4:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam, Chandmari, Guwahati, 781003
Dhu/AD19-20/18 Improvement and upgradation of Key infrastructure and connectivity to Panch Peer Durgah, Ward No 1, Dhubri
2020_PWD_17707_2
CE/Maint/A.D./404/2019/17
Open Tender
Civil Works
Item Rate
270 days
Dhubri
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,300
Yes
Empowered Officer, ASRB
₹5.5 L
Yes
16 Jun 2020
26 May 2020
2 Jun 2020
26 May 2020
1 Jun 2020
26 May 2020
26 May 2020 - 1 Jun 2020
Amount
Construction of granular sub-base by 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,r and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For grading -II Material. ( Refer Annexure-I)
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 smooth wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming , crushable screening to fill up the interstices of coarse aggregate,watering and compacting to the required. density Grading 3 as per Technical Specifiction Clause 405.(A) By Mechanicall Means
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
Providing and applying tack coat with bitumen emalsion (CRS-1 ) using emalsion distributor at the rate of 0.25 to 0.30 kg /sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 .
Providing and laying dense bituminous macadam 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 @ 4.0 to 4.5% by weight of total mix and filler transporting the hit mix to work site, laying with hydro static paver finisher with sensor control tothe required grade, level and aligment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT & H cl. no. 507 complete in all respect (including carrieage up to intial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km intial lead from mixing plant 9 including cost of testing of material at site and laboratory) A. With hydrated lime/cement as filler (a) With 60/70 or VG-30 grade bitumen (ii) For grading -II (19 mm nominal size) [ Quantity referred from Statement No. 3 & Rate referred from Analysis No.2]
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site , laying with hydro static paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT & H cl. no. 509 complete in all respect ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 km initial lead form mixing plant ( Including cost of testing of material at site and laboratory) A. With hydrated lime/cement as filler (a) With 60/70 or VG-30 grade bitumen (ii) For grading - II ( 13 mm nominal size) [ Quantity referred from Statement No. 3 & Rate referred from Analysis No.3]
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 and fixing of typical informatory sign board with logo as per MORD specifications and drawing. Three MS plates of 1.60 mm thick, top and middle plate duly welded with MS flat iron 25 mm X 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmX25mm X 5mm.. The angle iron grame of the lower most plate and flat iron frame of middle plate will be welded to 2 no.s 75mmX75mm of 12 SWG sheet tubes posts duly embaded in cement concrete M-15 grade blocks of 450mmX450mmX600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX47mm of 12 SWG steel plate tube. All MS will be painted with ready mixed synthetic enamel paint and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1
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) (i)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) (ii)60cm Circular
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)
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 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 (125mmx125mm), 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-
Providing and laying interlocking concrete block pavament with M40 grade grade of concrete blocks having thickness 80mm as per technical spcificationclause 1504 complete including carriage. A) Including Edge block / Edge restraints
Extra for providing and laying Coloured interlocking concrte block pavament as per technical specificatioin clause 1504 complete including carraige
Brick Wall : Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Painting Two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
Providing and erecting Sliding Iron Gate including Fitting, Fixing as per drawing and technical specifications
'Over head sign: Providing and erecting overhead signs of anti-corrosive steel ( All the steel work must be TATA/SAIL/any other approved brand.) tubular framed structure for retro reflective signage boards made of high intensity grade encapsulated lens type retro Reflective sheeting conforming to ASTMD4956 type B III specifications and having approved pattern over its entire surface bonded on to 2.00 mm thick aluminium sheet with back supporting angle iron frame of 35x35x4mm angle iron duly riveted with solid MS & aluminum rivets. The entire face of the sign shall be covered & bounded with yellow/white/red/blue high intensity encapsulated lens reflective sheeting with distinctive hoed pattern on front site (no plain surface) with heat lamp vacuum applicator machine only. The yellow/white/red/blue portion of the board shall be screen printed on the high intensity shed base including fixing the board on portal/support/wall/dowel rod etc., with contractors clamps/cleats/bolts/rivets/wells including all contractors materials, labour, tools, lead & lifts etc. complete and all other incidental charges necessary for successful completion of work as per specifications and as directed.
Routine maintenance for Ist year
Routine maintenance for 2nd year
Routine maintenance for 3rd year
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tech_eval.pdf
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