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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 CrAccepted-Finance | ₹6.9 Cr | L1 | Accepted-Finance lowest |
| 2 | L2₹6.9 Cr+₹4.5 L (0.66%)Accepted-Finance GT ROAD MALSIAN JALANDHAR | MALSIAN | JALANDHAR | PUNJAB | ₹6.9 Cr+₹4.5 L (0.66%) | L2 | Accepted-Finance highest |
Tender Value
Refer Docs
EMD Value
₹13.4 L
Closing Date
5 Jan 2021, 5:00 pmClosed
Executive Engineer
Executive Engineer Construction Division No. 1 PWD B and R Jalandhar cantt
Upgradation of Goraya to Jandiala Road (Km0.00 to Km 17.460) Through Route T-01, Package No. PB-08-304
2020_PWDBR_102563_1
Bid No. 1/92 Dated 07.12.2020 (Goraya to jandiala)
Open Tender
Civil Works - Roads
Item Rate
450 days
Goraya
Please refer Tender documents.
12 documents required · 12 mandatory
₹30,000
Executive Engineer Construction Division No. 1 PWD
₹13.4 L
22 Jan 2021
10 Dec 2020
6 Jan 2021
10 Dec 2020
5 Jan 2021
10 Dec 2020
Amount
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 10.00 kms as per Technical Specification clause 301.5
Water Bound Macadam Sub Base/Base(WBM Grading -III) 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 in stages to proper grade and camber , applying and brooming , stone screening type -B to fill up the interstices of coarse aggregate , watering and compacting to the required density Grading 3 as per Technical Specification Clause 405
Tack Coat (with VG-10 bitumen @ 0.275 kg/ sqm) Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503
Tack Coat (with VG-10 bitumen @ 0.225 kg/ sqm) Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.225 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503
Bituminous Macadam (with VG-10 Bitumen) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder VG-10 transported tosite and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504
Providing, laying and Rolling of open - graded premix carped of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen VG-30 & processed waste plastic @ 8% of bitumen weight or emulsion to required line grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100 kN static roller capacity finished to required level and grades to be followed by seal coat of either Type B as per technical clause 508 specifications clause 508
Seal Coat Type 'B'(with VG-10 Bitumen) Providing and laying seal coat using bitumen VG-10 for sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type ‘B’ as per technical specification clause 510.
Stress absorbing membrane Providing and laying of a stress absorbing membrane over a cracked road surface, with crack width below 6 mm after cleaning with a mechanical broom, using modified binder complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping the surface for uniform spread of aggregates and surface finished to conform to clause 902.
Road Marking Markings of centre line, Zebra lines with hot applied thermoplastic road marking paint material conforming to MORT&H clause 803.4.2 and marking complete as per clause 803 of MORT&H specifications 2004 (upto date revision)
Retro-reflectorised Traffic Signs 900x900x900mm triangular Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over ACP Sheet 3.00 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
Retro-reflectorised Traffic Signs 600x600x600mm triangular/octagonal/ circular Boards Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over ACP Sheet 3.00 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
Retro-reflectorised Regulatory Traffic Signs circular 600 mm Boards on Sharp curves Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory sign as per (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over ACP Sheet 3.00 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
Providing and fixing of Standard PMGSY Logo Sign Board Double Sided Providing and fixing of typical PMGSY Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape(Class A/Class B) in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Direction and Place Identification signs with size 600x450mm Providing and erecting direction and place identification retro-reflectorised (Class A/Class B) Sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over over ACP Sheet 3.00 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Providing and Fixing Citizen Informatory Board of PMGSY Project/ Maintenance Board Providing and fixing of typical PMGSY Citizen informatory sign board as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. Two ACP Plates of 4 mm thick duly ribbted with MS angle iron frame of 25mm x 25mm x 3mm. The angle iron frame will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape (Class A/Class B) in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Chevron Sign Board 500x600mm (Double board at a site) Providing and erecting direction and place identification retro-reflectorised (Class A/Class B) Sign as per (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over ACP Sheet 3.00 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 750 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Two legged 900 mm x 600mm Sign Boards Providing and erecting direction and place identification retro-reflectorised sighn as per IRC:67 made of enclosed lens type engineering grade reflective sheeting as per clause 1701.3.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9 sqm supported on mild steel angle iron posts 75mm x 75mm x6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm x 450mm x 600mm , 600mm below ground level as per approved drawing and Technical Specification Clause 1701
Direction and Place Identification signs with size 1200x900mm Providing and erecting direction and place identification retro-reflectorised (Class A/Class B) sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over ACP Sheet 4 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Hazard Marker sign board 300x900mm rectangular as per IRC 67-2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2mm thick aluminium sheet with 25 x25 x 3mm angle iron frame supported on a mild steel angle iron post 65 x 65 x 6mm firmly fixed to ground including foundation concrete 1:2:4 of size 0.45 x 0.45 x 0.60m for vertical post complete as per technical clause 801 of MORT&H specifications.
Providing and fixing of typical PMGSY informatory sign board with Logo Providing and fixing of typical PMGSY informatory sign board with Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. The ACP Plates of 3 mm thick, top and middle plate duly ribbted with MS flat iron 25mm x 5mm size on back on edges. The lower ACP plate 4 mm will be ribbted with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be ribbted to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape (Class A/Class B) in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
5th Kilometre Stones Providing and fixing 5th Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703.
Kilometre Stones Providing and fixing Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703.
200m Stones Providing and fixing 200m stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703.
Boundary Pillar Providing and fixing of boundary pillars of standard design as per drawing and Technical Specification Clause 1704
Delinators (Roadway Indicators) Providing and fixing of Delinators (Roadway Indicators) not less than 800mm high above ground level. The delinator shall have a core & shell construction which shall be made of tough, high impact resistant, injection - moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted mild steel of minimum thickness1.00mm, The delinator should have top retro-reflective unit consisting of white colour micro prismatic non matallic retro reflective sheeting on both sides having minimum exposed area of 125 sq.cm each side and bottom retro reflective unit consisting of red colour micro prismatic non matallic retro reflective sheeting on both sides having minimum exposed area of 35 sq.cm each side confirming to ASTM D4956 type XI standards. The delinators shall be fixed to the ground by inserting the root of the delinators upto the marked portionand by firm concrete filling as per the instructions by the Engineer-in-charge
Rumble Strips Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications
Road stud 100 x 100 mm Providing and fixing of road stud 100 x 100 mm dia cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
AMC for 1st Year (Fixed Rate =51128, bidder(s)/vendor(s) need not to quote for this)
AMC for 2ndYear (Fixed Rate =61428, bidder(s)/vendor(s) need not to quote for this)
AMC for 3rd Year (Fixed Rate =81790, bidder(s)/vendor(s) need not to quote for this)
AMC for 4th Year (Fixed Rate =102155, bidder(s)/vendor(s) need not to quote for this)
AMC for 5th Year (Fixed Rate =122517, bidder(s)/vendor(s) need not to quote for this)
Satish Aggarwal and Co.
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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