Punjab Mandi Board Tender

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Punjab Mandi Board Tender

Works

Civil And Construction

Bridge Construction

Eprocure

Tarn Taran, Punjab

Opening Date27 Dec 2023

Closing Date18 Jan 2024

Tender Amount₹ 2,26,18,000

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Costs

EMD
₹ 4,53,000
Document Cost
₹ 10,000
Tender Fee
Refer Documents

Description

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Contact

Tender Id
2023_AGRI_130294_1
Bid Award Id
View
Tender No
Package No PB-22-019 (RETENDER)
Tender Authority
Punjab Mandi Board View
Purchaser Address
-
Website
http://pmgsytenders.gov.in

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Documents

Tender Notice-1517.2 kBTendernotice_1.pdf

TENDER NOTICE

BOQ-1327.2 kBBOQ_205259.xls

DNIT

Document-521.3 MBLSECTION.pdf

DRAWING

Document-416.3 MBGAD3.pdf

DRAWING

Document-315.5 MBXSECTION.pdf

DRAWING

Report Missing Document

BOQ Items

DO_NOT_SHOW

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Plain/Reinforced cement concrete in open foundation complete as per drawing anf technical specification/With Batching Plant,Transit Mixer and Concrete Pump.Providing and laying of PCC M15 levelling course 100mm thick below the pile cap. as per MoRTH specification 1100 &1700

Quantity16.57

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Cement concrete for reinforced concrete RCC M 30 in pile cap complete as per drawing and Technical Specification as per MoRTH specification 1100, 1500 &1700

Quantity185.84

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Plain/Reinforced cement concrete in M-30 in sub-structure complete as per drawing and technical specifications as per MoRTH specification1500, 1700 & 2200

Quantity126.34

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. as per MoRTH specification 710.1.4 of IRC:78 and 2504.2 ( 64.43 cum)

Quantity174.08

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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 as per MoRTH specification 2706 & 2200 ( 88.24 mtr) ( RETAINING Wall )

Quantity598.24

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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.as per MoRTH specification 2000 & 2200 ( RETAINING Wall )

Quantity387072

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Furnishing and Placing Reinforced/Prestressed M-30 cement concrete in Deck Slab super-structure as per drawing and Technical Specification.as per MoRTH specification 1500 ,1600 & 1700

Quantity218.77

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P.C.C. M 15 levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 as per MoRTH specification 2700

Quantity9

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Reinforced cement concrete M-25 approach slab including reinforcement and formwork complete as per drawing and Technical specification as per MoRTH specification 1500,1600,1700 & 2704

Quantity9

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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) as per MoRTH specification 2607

Quantity34

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Drainage Spouts complete as per drawing no SD/205 and Technical specification with 0.6 meter long GI 100mm dia drainage GI grade pipe (For Bridges)

Quantity20

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Provision of an Reinforced cement concrete crash barrier at the edges of the 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

Quantity122.6

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Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.) (VG-30) as per MoRTH specification 516

Quantity395.25

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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) as per MoRTH specification 800

Quantity175.07

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Supplying, Fitting and Placing HYSD bar Reinforcement in foundation, substructure and super-structure complete as per Drawing and Technical Specifications clause 1600,1600 & 2200 and 1600 (Sr no 12.4 & 13.6, 14.2) as per MoRTH specification 1600,1600 & 2200 & 1600 ( in Foundation )

Quantity44.74

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in Sub structure

Quantity26.7

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in Super structure

Quantity36.31

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) as per MoRTH specification 2100 ( 612 cum)

Quantity653.01

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications M15 nominal mix 1:2:5:5 as per MoRTH specification 1500,1700 & 2100 (Diversion)

Quantity32.47

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Type - A, "W" : Metal Beam Crash Barrier (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)

Quantity160

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (Avg. Earth Filling for approaches (Avg. ht. 0.60 m) as per MoRTH specification 305 (4920 cum)

Quantity6386.25

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Granular Sub-Base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401(Approches both side of Bridge) as per MoRTH specification 401 (217.60 cum) (diversion)

Quantity346.98

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Water Bound Macadam Grading - II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.Approches both side of Bridge as per MoRTH specification 404

Quantity78

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Water Bound Macadam 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 vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Approches both side of Bridge

Quantity156

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Prime Coat (Low Porosity) Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.Approches both side of Bridge as per MoRTH specification 502

Quantity1040

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Amount -

Tack Coat (VG-10) 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.Approches both side of Bridge as per MoRTH specification 503

Quantity1040

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Amount -

Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.Approches both side of Bridge as per MoRTH specification 504

Quantity52

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20 mm Thick Open-Graded Premic Carpet Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades..Approches both side of Bridge as per MoRTH specification 510

Quantity1040

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Amount -

Seal Coat (Type - B) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats Approches both side of Bridge as per MoRTH specification 511

Quantity1040

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. as per MoRTH specification 409

Quantity4

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 2mm thick aluminium sheeting, 3mm/4mm thick Aluminum composite material sheet depending on the size of the sign fixed over back support frame of min 25x25x3mm Angle mounted on a mild steel circular pipe 65 NB ,3.2 mm thicknness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. as per MoRTH specification 801

Quantity2

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Providing and fixing of typical PMGSY Logo & Informatory sign board with Logo as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing.The ACP Plates of 3mm thick,top and middle plate duly ribbted with MS flat iron 25mm x 5m size on back on edges.The Lower ACP Plate 4mm will be ribbed with MS angle iron fram of the lower most plate and flate iron frame of 25mm x 25mm x 5mm.The angle frame of the lower most plate and flat iron of frame of midddle plats will be ribbed to 2 nis.75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm 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 enameleded on both sides.Lettering and printing arrows.border etc.with retro reflected Tape (Class A/Class B ) in required shade and coulour.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

Quantity2

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Providing and fixing OF Typical PMGSY Logo &as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing.All M.Will be stove enameled on both sides.Lettering and printing arrowas,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 expoy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity2

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Providing and fixing of typical PMGSYinformatory sign board as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing.Two ACP Plates of 4mm thick duly ribbed with MS Angle iron frame will be welded to 2 nos.75mm x 75mm 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 enamelded on both sides.Lettering and printing arrows.border etc.with retro reflected Tape (Class A/Class B ) in required shade and coulour.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

Quantity2

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Road Marking with Thermoplastic Compound Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications CSR 24.57.Edge line & Zebra x-ing 2.50 mtr long

Quantity166

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Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe 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 . )1000mm dia1st row Length @2.50 mtr. Each pipe as per MoRTH specification 2900

Quantity202.5

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Credit of Removal of pipes (70%)

Quantity141.75

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Dismantling of existing structure like culverts, bridges, retaining walls and other structure comprising of masonory, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, dispoal of uniserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters clause 202. as per MoRTH specification 202 (Brick work+ Pier+Abutment+Return Walls+Parapet over Return Wall)

Quantity203.76

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PCC Work (approach Slab)

Quantity13.2

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RCC Work (Pier Cap + Abutment cap + approach slab)

Quantity168.1

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Brick bats 50% of brick work

Quantity101.88

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Credit of Steel (-)

Quantity4200

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Add Acceptance Test on Bridge as per IRC:51-2015

Quantity1

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Add Pile Intergrity Test (For 20 Nos. Piles)20x3=60 nos.

Quantity60

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Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data.

Quantity-

Rate-

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For 1st year

Quantity1

Rate2252

Amount -

For 2nd year

Quantity1

Rate3832

Amount -

For 3rd year

Quantity1

Rate5563

Amount -

For 4th year

Quantity1

Rate7459

Amount -

For 5th year

Quantity1

Rate9530

Amount -

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