Punjab Mandi Board Tender
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Costs
EMD
₹ 2,30,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Const Of Slab Type Bridge Over Chamba Choe Drain On Link Road Sh-10 Km 134 To Raseedan Upto Harayana Border Via Khanewal Nawagaon Andana Thaska Gulheri Under Pmgsy Iii Batch I Package No Pb 17221 Block Andana Dist Sangrur
Description
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Contact
Tender Id
2021_AGRI_115033_1Bid Award Id
ViewTender No
PB-017-221Tender Authority
Punjab Mandi Board ViewPurchaser Address
-Website
http://http://www.mandiboard.nic.in/
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Documents
BOQ Items
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CONST. OF BRIDGE
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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. Upto 3.00 depth
776.48
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3.00 to 6.00mtr. depth
493.14
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. M10
38.82
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Reinforced cement concrete in open foundation complete as per drawing and technical specifications RCC Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump
150.41
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
11.24
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Reinforced cement concrete in Sub-Structure complete as per drawing and technical specifications RCC Grade M30 Height 5m to 10m Using Batching Plant, Transit Mixer and Concrete Pump
290.37
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications (Sub-Structure)
33.71
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
90
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
108.11
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Reinforced cement concrete in Super-Structure complete as per drawing and technical specifications RCC Grade M30 Height 5m to 10m Using Batching Plant, Transit Mixer and Concrete Pump
3.85
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Reinforced cement concrete in Super-Structure complete as per drawing and technical specifications RCC Grade M35 Height 5m to 10m Using Batching Plant, Transit Mixer and Concrete Pump
186.16
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Provision of an Reinforced cement concrete crash barrier at the edges
of the Bridge,road, approaches to bridge structures and medians,
constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.
55.8
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Supplying, fitting and placing un-coated HYSD bar reinforcement (Fe500) in Super Structure complete as per drawing and technical specifications Super Structure
22.71
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Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)
8
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
5.63
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
11.25
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Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification
55.8
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
209.25
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Bituminous Concrete 30mm to 45mm thickness (Grading II)
Providing and laying bituminous concrete 30mm to 45mm thick with Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.4%, laying with a Paver Finisher Mechanical to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications
10.46
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Mastic Asphalt 25mm thickness
Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or 30/40 @10.2%, fine aggregates, coarse aggregates, lime filler @ 17.92% of total mix, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surface is not less than 100 degree C, protruding 1 mm to 4 mm over mastic surface complete as per technical clause 516 of MORT&H specifications.
209.25
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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)
174.38
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Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight- 10 mm depth.
35.8
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Acceptence Load Test
1
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CONST. OF APPROCHES
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Dismantling of bituminous courses of flexible pavements by mechanical means and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications
41.76
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Construction of embankment with good quality earth obtained from borrow pits including compensation of earth, loading, unloading, carriage to site of work, spreading, grading to required slope and compacting to meet requirement of table 300-2 as per technical clause 305 of MORT&H specifications (As per detail attached)
364.13
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Laying of dismentled material (recovered crust incd. mixing 20% coarse sand) and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401., complete as per specifications.
25.06
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Prov. and laying of granular sub-base (GSB Grading-1) 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, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
40.19
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Providing laying and compacting of WBM sub base course/base course including preparation and compaction of sub base and spreading of clean and crushed aggregate to proper grade and camber including application of screening for interlocking, sprinkling of water and rolling with smooth wheel roller as per MOST specification.
a) Grading of No.-II material (63-45mm) with screening material in 75mm thickness.
26.43
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Providing laying and compacting of WBM sub base course/base course including preparation and compaction of sub base and spreading of clean and crushed aggregate to proper grade and camber including application of screening for interlocking, sprinkling of water and rolling with smooth wheel roller as per MOST specification.
b) Grading of No.-III material (53-22.4mm) with screening material in 75mm thickness.
13.05
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ROAD FURNITURE & ROAD SAFETY MEASURE
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and Technical Specification Clause 801
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i) 900 mm equilateral triangle
2
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vii) 900 mm side octegon
2
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Supply and fixing of Delitinator
26
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Supplying and fixing of Aluminium Road Stud 100x100mm
150
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Providing and fixing of typical PMGSY Logo & Informatory sign board as per MORD specifications and drawing with ACP Sheet 3mm & 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 300x300x5mm in cement concrete M-15 grade blocks of Size 450mm x 450mm x 600mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.
1
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Providing and fixing of typical PMGSY Logo sign board with Logo as per MORD specifications and drawing with ACP Sheet 3mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 200x200x5mm in cement concrete M-20 (As per Drg.) grade blocks of Size 450mm x 450mm x 600mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.
1
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Providing and fixing of PMGSY Maintenance Information board as per MORD specifications and drawing with ACP Sheet 3mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick with base plate 300x300x5mm duly embedded in cement concrete M-20 grade blocks of Size 600mm x 600mm x 750mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.
1
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Providing and fixing of typical PMGSY Citizen Informatory sign board with Logo as per MORD specifications and drawing. MS Plates 1.5 mm thick duly welded with MS angle 25mmx25mm x 3mm size on back on edges. The plates welded with MS flat of 50mm x 5mm. The flat iron frame of plates welded to 2 nos. MS square tubes posts 75mm x 4.9mm thick duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality 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
1
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Hazard Marker sign board 300x900mm rectangular as per IRC 67-2012 with retro reflective high intensity microprismatic grade sheeting fixed over 3mm 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
4
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"W" Type Metal Beam Crash Barrier Single Sided
Providing & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2mtr centre to centre 1.80mtr high, 1.1mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complete as per approved drawings and technical clause IRC: 119-2015.
150
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CONST. OF DIVERSION
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Supply of R.C.C. pipes 600 mm dia NP Type-III
67.5
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Labour for laying pipes
67.5
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Removing of RCC pipes (Labour) Rate as same as per laying pipes as per CSR 8.27 (c ).
67.5
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
495
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CREDIT OF OLD MATERIAL
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Deduct Cost for steel obtained from dismantling.
2440.51
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Deduct Cost for Bricks obtained from dismantling.
4232.99
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R.C.C. pipes 600 mm dia NP Type-III
33.75
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Routine Maintenance after completion of construction work (Lump sum amount for each year per km) AMC for 1st Year (fixed Rate =5900, bidder(s)/vendor(s) need not to quote for this)
1
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AMC for 2nd Year (fixed Rate = 8200, bidder(s)/vendor(s) need not to quote for this)
1
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AMC for 3rd Year (fixed Rate = 13400, bidder(s)/vendor(s) need not to quote for this)
1
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AMC for 4th Year (fixed Rate = 16900, bidder(s)/vendor(s) need not to quote for this)
1
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AMC for 5th Year (fixed Rate = 21400, bidder(s)/vendor(s) need not to quote for this)
1
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