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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Jul 2024
Closing Date21 Aug 2024
Tender Amount₹ 19,51,22,346.15
Costs
EMD
₹ 47,73,000Document Cost
₹ 50,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDBR_135555_1Bid Award Id
ViewTender No
01-ATender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in
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Documents
NIT for Upgradation of Sahora Kandi to Garhdiwala Raghwal Road upto Pandori Atwal along Kandi Canal Length 23.650 KM Package No. PB07321 under PMGSY III BATCH III including the maintenance of 5 years.
DNIT for Upgradation of Sahora Kandi to Garhdiwala Raghwal Road upto Pandori Atwal along Kandi Canal Length 23.650 KM Package No. PB07321 under PMGSY III BATCH III including the maintenance of 5 years.
BOQ Items
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
34491.32
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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification clause 302.
12007.05
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Construction of embankment with approved materials deposited at site from roadway cutting and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical specification clause 301.5
12007.05
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Preparation of Foundation for embankment
-
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Loosing, Levelling and Compacting origional Ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150 mm,complete as per Technical specification clause 301.4.1
9087.79
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Granular Sub Base (GSB)
-
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Construction of granular sub base by providing well graded material, spreading in uniform layers 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
13194.33
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Wet Mix Macadam
-
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (pug mill), carriage of mixed material by tipper to site, laying in uniform layers in sub base/ base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading and maintenance of diversion etc as per table 400.11 and 400.12 and technical specification clause 406.
22840.32
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Primer Coat over Granular Base(with emulsionSS-1 Packed)
-
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Providing and applying primer coat with bitumen emulsion (SS-1) Packed on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per Technical specification clause 502
125296.61
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Tack Coat (with VG-10 bitumen @ 0.275 kg/ sqm)
-
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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
125296.61
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Bituminous Macadam ( with VG-10 bitumen) 50mm thick
-
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-
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 to site and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
6264.84
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25mm Thick Mix Seal Surfacing (MSS) (with VG-30 Bitumen)
-
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Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 13.2 mm to 0.09 mm (Type-B) aggregates using penetration grade Bitumen VG-30 23.75kg/10 sqm 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 (MSS) including all leads, lifts and carriage of material complete as per satisfaction of engineer in- charge.
125296.61
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,
126.5
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Wearing Coat on existing concrete pavement
1113.75
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Road Marking
-
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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)
5401.44
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Structure Work (Hume Pipe Culverts, Slab Type Culverts, Side Drains, Retaining Walls & Toe Walls etc.)
-
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-
Earth work in Excavation
-
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Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per technical specification clause 300
8199.08
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Concrete in Foundation
-
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 & 1203
-
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grade M-10 (Nominal Mix 1:3:6)
6112.93
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PCC grade M-20 (Nominal Mix 1:2:4)
148.64
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BB Work (in foundation and plinth)
-
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Brick, Masonry work in cement mortar in foundation and plinth complete excluding pointing and plastering as per drawing and technical specification clauses 600, 1202 & 1203.
-
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In cement mortar 1:4
665.6
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BB Work (Superstructures)
-
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Brick, Masonry work in cement mortar in Superstructures complete excluding pointing and plastering as per drawing and technical specification clause 602,603,604, 1202&1204.
-
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In cement mortar 1:4
644.4
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RCC in substructure
-
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R.C.C grade M 20
138.53
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R.C.C grade M 25
391.17
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TMT Bars
-
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Supplying, fitting, and placing TMT bar reinforcement in substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
50.09
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Cement Pointing
-
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Pointing with cement mortar 1:3 (Deep variety) on brick work as per drawing and Technical specification clause 613.3 and 1204
565.35
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Cement Plastering
-
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15 mm thick cement plastering on brick work in sub structure as per technical specification clauses 613.4 and 1204
-
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With cement mortar 1:4
1211.03
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Construction of Kerb channel with chuttes (CSR 24.41 (a)357.56 -12 %GST-10%CP+12.5%CP
800
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Sealing Joint
-
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Providing and fixing in position 20mm thick pre moulded joint filler in expansion joints for fixed ends of simply supported spans covered with sealant complete as per drawing and technical specification clause 1200.
7837.76
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Boulder Apron
-
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
253.13
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Filter Media
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Providing and Laying filter Media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall , return wall to the full height, compacted to firm condition complete as per drawing and technical specifications clause 1204.3.8
1013.37
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
3086.12
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
5770
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
18234
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Drainage spouts complete as per drawing and technical specifications Clause 1209
40
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Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
-
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Brick/Tile Work in cement mortar
220.32
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RCC work
20.47
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Provision for road signage boards as per NRIDA Guidelines (First Revision-2019) and IRC:67 & other road furniture
-
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Retro-reflectorised Traffic Signs 900x900x900mm triangular
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Retro-reflectorised Traffic Signs 600x600x600mm triangular/octagonal/ circular Boards
-
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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
73
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Retro-reflectorised Regulatory Traffic Signs circular 600 mm Boards on Sharp curves
-
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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
88
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Direction and Place Identification signs with size 900x600mm
-
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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
10
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Direction and Place Identification signs with size 600x450mm
-
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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
20
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Direction and Place Identification signs with size 1200x900mm
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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 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
4
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Providing and fixing of typical PMGSY informatory sign board with Logo
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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 5m 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
2
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Providing and fixing of Standard PMGSY Logo Sign Board Double Sided
-
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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
11
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Providing and Fixing Citizen Informatory Board of PMGSY Project/ Maintenance Board
-
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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
4
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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 25x25x3mm angle iron frame supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete 1:2:4 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications
60
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-
Chevron Sign Board 500x600mm (Double board at a site)
-
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-
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 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
5
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Road Furniture
-
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5th Kilometre Stones
-
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Providing and fixing 5th Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703.
4
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Kilometre Stones
-
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Providing and fixing Km. stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703.
19
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200m Stones
-
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Providing and fixing 200m stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703.
95
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Boundary Pillar
-
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Providing and fixing of boundary pillars of standard design as per drawing and Technical Specification Clause 1704
236
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-
Providing and fixing of road stud 100 x 100 mm die 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.
2365
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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
2444.25
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Routine Maintenance after completion of construction worksas perperiodicity to Routine Maintenance mentioned in the contract data.
-
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For 1st year
23.65
1425854
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For 2nd year
23.65
1717410
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For 3rd year
23.65
2359869
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For 4th year
23.65
2768392
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For 5th year
23.65
3176896
-
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