Punjab Mandi Board Tender
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Costs
EMD
₹ 3,90,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_AGRI_129996_1Bid Award Id
ViewTender No
PB-017-224Tender Authority
Punjab Mandi Board ViewPurchaser Address
-Website
http://http://www.mandiboard.nic.in/
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Documents
BOQ Items
Credit of Brick Bats
36.94
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Credit of Steel
675
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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. (as per MoRTH Spec. 304B)
1090.42
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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 . (as per MoRTH Spec. 2900)
187.5
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Credit of Removal of Pipes(70%)
131.25
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Brick masonary in cement mortar 1:4 in foundations excluding pointing and plastering complete as per specifications (as per MoRTH Spec. 1300 c)
79.5
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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) (as per MoRTH Spec. 305)
6165
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Construction of granular sub-base by providing coarse 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 (as per MoRTH Spec. 401 (B) i )
307.95
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Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. (as per MoRTH Spec. 1100,1600 & 1700)
297.11
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Plain cement concrete 1:3:6 nominal mix in foundation 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 Spec. 2100)
677.75
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Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (as per MoRTH Spec. 1500, 1700 & 2100 A)
50.71
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Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification
RCC Grade M30 using batching plant & Concrete pump (as per MoRTH Spec. 1100,1500 & 1700 (c) )
320.44
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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications (as per MoRTH Spec. 1600) intgrated plant marked
43.2
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Plain/ Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (MoRT&H 13.5) RCC Grade M30 (as per MoRTH Spec. 1500,1700 & 2200 G (p)
119.9
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (as per MoRTH Spec. Section 1600 & 2200) intgrated plant marked
11.6
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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 Spec. 2706 & 2200)
621
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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 Spec. 710.1.4 of IRC:78 and 2504.2)
219.3
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M 30
Using Batching Plant, Transit Mixer and Concrete Pump. (as per MoRTH Spec. 1500 & 1600 1700 C (i)
217.51
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (as per MoRTH Spec. 1600 ) intgrated plant marked
15.2
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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. (as per CSR 22.12 A)
69
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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 CSR 22.19)
34
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. (as per MoRTH Spec. 2605 (iii))
30.24
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Providing and applying tack coat with bitumen VG-10 using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (as per MoRTH Spec. 503 (ii)
255
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Bituminous Concrete Grading 1
Providing and laying bituminous concrete with higher capacity Continuous type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects (as per MoRTH Spec. 507 A)
12.75
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Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen 30/40 meeting the requirements given in table 500-29, 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 0.005 cum 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 100OC, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515. (as per MoRTH Spec. 516)
255
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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) (as per CSR 22.8 B)
6
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Reinforced cement concrete approach slab M-30 including reinforcement and formwork complete as per drawing and Technical specification (as per MoRTH Spec. 1500, 1600, 1700 & 2704)
10.2
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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 Spec. 800)
60
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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. (as per CSR 24.56 a)
240
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Providing and laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86cm high half brick deep including excavation, refilling and disposal of surplus earth up to 50mtr complete as per Punjab PWD specifications (as per CSR 24.14)
240
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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. (as per MoRTH Spec. 404 A (ii)
49.5
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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. (as per MoRTH Spec. 404 A (iii)
99
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Prime Coat over WMM/WBM
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.(as per MoRTH Spec. 502 A (i)
660
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Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical (as per MoRTH Spec. 503 (ii)
660
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Bituminous Macadam Grading -II
Providing and laying bituminous macadam with higher capacity hot mix plant 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 (as per MoRTH Spec. 504 (ii)
33
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Open-Graded Premic surfacing
Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, of appropriate capacity not less then 200 tonnes/hour laying and rolling with a smooth wheeled roller finished to required level and grades.(as per MoRTH Spec. 510)
660
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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.(as per MoRTH Spec. 511 (ii)
660
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Retro-Reflectorised Traffic Signs
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 Spec. 801)
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Retro-reflectorised Traffic Signs 900x900x900mm triangular
4
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Direction and Place Identification signs with size 800x600mm
2
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PMGSY Informatory Board
Providing & fixing of typical PMGSY 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 25mmx 5m size on back on edges. The lower ACP plate 4mm will be ribbted with MS angle iron frame of 25mmx 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 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 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 reqiured 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.. (as per MoRTH Spec. 1700
2
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PMGSY logo board Double Sided
Providing & 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 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 expoy paint as per drawing Clause 1701 and Annexure 1700.1. (as per MoRTH Spec. 1700
2
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PMGSY Citizen Informatory Board
Providing & fixing of typical PMGSY informatory sign board as per NRIDA Guidelines (Ist Revision-2019) and IRC:67-2012 and drawing. Two ACP Plates of 4mm thick duly ribbted with MS angle iron frame of 25mmx 25mm x 3mm. The 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 enameled on both sides. Lettering and printing arrows, border etc. with Retro reflectorised Tape (Class A/Class B) in reqiured 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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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. (as per MoRTH Spec. 803
162
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Acceptance Test on Bridge as per IRC:SP-51-2015
1
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Pile Integrity test
1
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Routine Maintenance after completion of construction work (Lump sum amount for each year)
-
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AMC for 1st Year (fixed Rate =400, bidder(s)/vendor(s) need not to quote for this)
1
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AMC for 2nd Year (fixed Rate = 1000, bidder(s)/vendor(s) need not to quote for this)
1
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AMC for 3rd Year (fixed Rate = 2000, bidder(s)/vendor(s) need not to quote for this)
1
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AMC for 4th Year (fixed Rate = 3000, bidder(s)/vendor(s) need not to quote for this)
1
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AMC for 5th Year (fixed Rate = 3000, bidder(s)/vendor(s) need not to quote for this)
1
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