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Costs
EMD
₹ 8,97,120Document Cost
₹ 20,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_PWDBR_105701_1Bid Award Id
ViewTender No
EE Bid No. 18 dated 22.01.2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
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Documents
BOQ Items
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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 100m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clasue 302.
5516.84
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Construction of embankment with approved material 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
5516.84
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Preparation of Foundation for embankment Loosing, Leveling 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
3309.73
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Stabilised Sub Base Stabilized Sub-base: Providing, Laying, Sperading and compacting in-situ/borrow area soil of CBR 5% mixed with 30% crushed aggerate/GSB Grade 2 as per mix design.
Application:
(1) Spread, rip and loosen soil with excavator/tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness of 200 mm, Mix aggregates 30% as per mix design in soil.
(2) Spread Cement 3% by weight of soil & aggregate mix and scarity with rotavator for mixing troroughly.
(3) Apply 0.6 kg/ cum organosilane Nanotechnology and 0.6 kg/cum nano acrylic copolymer mixed in OMC water (1000 ppm TDS) on loose soil-aggregate-cememnt mixes. Scarify the treated material with rotavator and grade it with graded and do light compaction with vibratory compactor.
(4) Compact the stabilized soil-cement-aggregate base with stone embedded layer with 8 to 10 tonne vibratory roller to achieve the desired density.
Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.
4443.75
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Stabilized Sub-base: Providing, Laying, Sperading and compacting in-situ/borrow area soil of CBR 5% mixed with 30% crushed aggerate/GSB Grade 2 as per mix design.
Application:
(1) Spread, rip and loosen soil with excavator/tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness of 200 mm, Mix aggregates 30% as per mix design in soil.
(2) Spread Cement 3% by weight of soil & aggregate mix and scarity with rotavator for mixing troroughly.
(3) Apply 0.6 kg/ cum organosilane Nanotechnology and 0.6 kg/cum nano acrylic copolymer mixed in OMC water (1000 ppm TDS) on loose soil-aggregate-cememnt mixes. Scarify the treated material with rotavator and grade it with graded and do light compaction with vibratory compactor.
(4) Compact the stabilized soil-cement-aggregate base with stone embedded layer with 8 to 10 tonne vibratory roller to achieve the desired density.
Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.
(Relaying of retrived material to be recieved from dismentling)
209.07
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Providing and laying brick on end edging after removal of existing brick edging complete as per Technical specification Clause 412.
15290
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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 80-100kN in stages to proper grade and camber, applying and brooming, Stone screenign type-A/Binding material to fill-up the interstices of coarse aggregate, watering and compacting to required denisty Grading 2 as per Technical Specification Clause 405.
Stabilized Base: Providng, Laying, Sperading and compacting in-situ/borrow area soil of CBR 5% mixed with 30% crushed aggerate/GSB Grade 2 as per mix design.
Application:
(1) Spread, rip and loosen soil with excavator/tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates 30% as per mix design in soil.
(2) Spread Cement 4% by weight of soil & aggregate mix and scarity with rotavator for mixing thororoughly.
(3) Apply 1 kg/ cum organosilane Nanotechnology and 1 kg/cum nano acrylic copolymer mixed in OMC water (1000 ppm TDS) on loose soil-aggregate-cememnt mixes. Scarify the treated material with rotavator and grade it with graded and do light compaction with vibratory compactor.
(4) Spread 20 mm and down size aggregates on the graded soil-aggregate-cement surface to form 20-25 mm thick soil-aggregate layer.
(5) Compact the stabilized soil-cement-aggregate base with stone embedded layer with 8 to 10 tonne vibratory roller to achieve the desired density.
Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge.
2315.92
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Providing. laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packign, rolling with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming, Stone screenign type-B to fill-up the interstices of coarse aggregate, watering and compacting to required denisty Grading 3 as per Technical Specification Clause 405.
3239.55
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Waterproofing on top compacted: Waterproofing on top compacted (as per relevant MoRD specification) sub Grade soil base, with organosilane Nanotechnology & nano acrylic co-polymer with water (1000 ppm TDS) in the ratio of 1 kg Organosilane Nanotechnology: 1 kg nano acrylic co-polymer : 200 liter water spray @3 liter/sqm in two spray applications (1.5 liter + 1.5 liter) as per direction of the Engineer-in-Charge.
58464.75
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Primer Coat with Nano technology Preparing and applying of water soluble organosilane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (1000 ppm TDS) in the ration of 1 kg organosilane : 100 kg cationic bitumen emulsion CSS1 : 200 liter water. Mixing & Spreading : Take 1 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 kg per sqm on compacted prepared surface (WBM/WMM) base.
Rates including all materials, labour, hire Charges of machinery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.
43193.95
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Tack Coat with Nano technology Preparing and applying of water soluble organosilane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CRS1 and water (1000 ppm TDS) in the ration of 1.4 kg organosilane : 100 kg cationic bitumen emulsion CRS1 : 200 liter water.
Mixing & Spreading : Take 1.4 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 0.35 to 0.4 kg per sqm on compacted prepared surface bituminous surface cleaned with hydraulic broom.
Rates including all materials, labour, hire Charges of machinery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.
43193.95
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20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder with organosilane nanotechnology Providing, laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen with organosilane nanotechnology @ 0.1% by weight of bitumen binder 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 specification clause 508
43193.95
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Seal Coat with organosilane nanotechnology: Providing and laying seal coat with organosilane nanotechnology @ 0.1% by weight of bitumen binder, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using TypeA, Type B and Type C as per technical specification clause 510.
43193.95
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Laying Brick soling layer on prepared sub-grade with brick on end edgin according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolling the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
550
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Road Marking Marking of center 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)
2507.5
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Structure work (Hume Pipe Culverts, Slab Type Culverts, Side Drains, Retaining Walls & Toe Walls etc.)Earth work in Excavation 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
2838.36
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Type 'B' (First Class) Bedding: Laying (First Class) bedding on well compacted sand moorum or approved granular material as per Clause 1105 (ii)
46.46
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 600 mm dia
210
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Concrete in Foundation : Providing concrete for plain concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203 grade M-10 (Nominal Mix 1:3:6)
435.15
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grade M-15 (Nominal Mix (1:2.5:5)
10.76
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PCC grade M-20 (Nominal Mix 1:2:4)
73.32
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BB Work (in foundation and plinth) 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. In cement mortar 1:3
327.3
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In cement mortar 1:4
959.39
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BB Work (Substructures) Brick, Masonry Wwork in cement mortar in Substructure complete excluding pointing and plastering as per drawing and technical specification Clause 602,603,604, 1202 & 1204 In cement mortar 1:3
142.3
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In cement mortar 1:4
137.5
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BB Work (Superstructures) Brick masonry work in cement mortar 1:3 in parapet excluding pointing and plastering as per drawing and technical specification Clauses 600, 900 and 1208.4
15.43
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RCC in foundation Reinforced cement concrete in open foundations complete as per drawings and technical specification Clause 802, 803, 1202 & 1203 R.C.C Grade M 25 ( Nominal Mix 1:1.5:3)
88
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RCC in superstructure Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification Clause 800, 1205.4 & 1205.5. R.C.C. Grade M 20 (Nominal Mix 1:2:4)
4.26
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R.C.C. grade M 25 (Nominal Mix 1:1.5:3)
34.68
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TMT Bars Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
7.04
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specification Clauses 1002, 1010 and 1202
3.5
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Cement Plastering 15 mm thick cement plastering on brick work in sub structure as per technical specification clauses 613.4 and 1204 With cement mortar 1:4
6007.21
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Sealing Joint 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.
720
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Boulder Apron Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing not less than 25kg laid dry complete as per drawing technical specification clause 1301.
27
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Filter Media 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
35.91
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on nes plastered / concrete surface as per drawing and Technical Specification Clause 1701
599.99
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and technical specifications clause 1701
30000
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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
72
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Drainage spouts complete as per drawing and technical specification clasue 1209
4
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Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (Upto 600 mm dia Hume Pipe)
37.5
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Provision for road signage boards as per NRIDA Guidelines (First Revision-2019) and IRC:67 & other road furniture Retro-reflectorised Regulatory Traffic Signs 600x600x600 mm 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
105
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Retro-reflectorised Regulatory Traffic Signs 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
6
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Direction and Place Identification signs with size 900X600mm 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
15
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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
4
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Direction and Place Identification signs with size 1200x900 mm 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
6
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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 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 clasue 1701 and Annexure 1700.1
2
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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
3
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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
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
72
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Chevron Sign Board 500x600 mm (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 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
26
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Road Furniture 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.
1
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Kilometre Stones Providing and fixing Km. Stones of standard design including painting and printing etc as per drawing and Technical Specification Clause 1703
6
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200m Stones Providing and fixing 200m stones of standard design including painting and printing etc as per drawing and Technical Specification Clause 1703.
31
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Boundary Pillar Providing and fixing of boundary pillars of standard design as per drawing and Technical Specification Clause 1704.
76
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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.
289
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Providing and fixing of Delinators (Roadway Indicators) not less than 800mm high above ground level. The delinator shall have a core & shell construction which shallbe madeof tough, high impact resistant, injection-moulded, thermoplastic outer body. The inner core shall consist of powder coated or painted mild steel of minimum thickness 1.00mm, The delinatorshould 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 reflectiveunit 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 groundby inserting the root of the delinators upto the marked portionand by firm concrete filling as per the instructions by the Engineer-in-charge
76
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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
576.75
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Credit of Bricks & brickbats & Hume pipe to be received Bricks
9108
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Brickbats
25.3
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Hume pipe
25
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Routine Maintenance after completion of construction works as perperiodicity to Routine Maintenance mentioned in the contract data. AMC for 1st Year (Fixed Rate =51200, bidder(s)/vendor(s) need not to quote for this)
7.65
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AMC for 2ndYear (Fixed Rate =61572, bidder(s)/vendor(s) need not to quote for this)
7.65
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AMC for 3rd Year (Fixed Rate =89342, bidder(s)/vendor(s) need not to quote for this)
7.65
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AMC for 4th Year (Fixed Rate =105514, bidder(s)/vendor(s) need not to quote for this)
7.65
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AMC for 5th Year (Fixed Rate =121685, bidder(s)/vendor(s) need not to quote for this)
7.65
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