Punjab Mandi Board Tender
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The Punjab Mandi Board has issued a formal invitation for competitive bids for Construction Of 42a0 M Single Span Steel Bridge Over Bhakhra Main Line At Rd 510690 Feet On Lr Mandvi To Maha Singh Wala Upto Guru Teg Bahadur Marg Via Ramgarh Gujjran, Bhamniwala At Km 4/980 Under Package No. Pb 17-316a Block Andana Distt. Sangrur in Sangrur, Punjab, with an estimated contract value of Rs. 5,31,48,000. The bid opening date for this tender is 09-06-2025 and the last date for bid submission is 30-06-2025. Interested bidders for Punjab Mandi Board tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Technical
Technical
Additional Eligibility
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid Capacity = (A x N) / M - B Where:
A = Maximum value of civil engineering works executed in any one year during the last five years, N = Number of years prescribed for completion of the works for which bids are invited, M = 2 or such higher figure not exceeding 3 as may be specified, B = Value at the current price level of existing commitments and ongoing works to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The bidder should have experience in works of a similar nature and size for each of the last five years. They should provide information on the total monetary value of civil construction works performed for each of the last five years. The bidder should have satisfactorily completed as a prime contractor or subcontractor at least one similar work equal in value to one-third or one-fourth of the estimated cost of work. The value of road work completed under a specific scheme shall be counted as 120% for the purpose of this requirement. The bidder should demonstrate experience in works of a similar nature and size for each of the last five years, with certificates from the concerned officer. The available bid capacity for construction work should be equal to or more than the total bid value, excluding maintenance, and will be calculated based on the maximum value of civil engineering works executed in any one year during the last five years. The bidder's available bid capacity should be more than the estimated contract value. The subcontracting of components of the works should not be more than 25 percent of the contract price. The bidder should have a valid registration and provide an Annual Turnover Certificate for the last five financial years, with a breakup of civil works and total works in each financial year. The exact percentage of similar works completed is not specified, but the bidder should provide details of similar works executed. The total monetary value of civil construction works performed for each of the last five years is required. The bidder should propose a program of construction and a Quality Management Plan for completion of the work as per technical specifications and within the stipulated period of completion. The value at the current price level of existing commitments and ongoing works to be completed during the period of completion of the works for which bids are invited should also be provided. The bidder should provide evidence of ownership of major items of construction equipment or arrangements for possessing them on hire, lease, or buying. The bidder should have completed a certain amount of similar works, but the exact amount is not specified.
Costs
EMD
₹ 10,63,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_AGRI_141781_1Tender No
PB-17-316 ATender Authority
Punjab Mandi Board ViewPurchaser Address
-Website
http://http://www.mandiboard.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Initial load test
1750
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Routine load test
1050
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Lateral load test
70
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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 (MoRT&H no. 12.1 (B)) (as per MoRT&H Spec.304 (B))
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Depth upto 3.0 m
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Depth 3.0m to 6.0 m
64.395
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Providing and laying of PCC M-15 with minimum cement content of 275 kg per cum of concrete for levelling course 75 mm thick below the pile cap.as per clause 1100 and 1700 of MoRT&H specification (MoRT&H 12.39)
9.595
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Cement concrete for reinforced concrete (M-35) with minimum cement content of 422 kg per cum of concrete in pile cap complete as per drawing and tehnical specifications as per clause 1100, 1500 & 1700 of MoRT&H specification. (MoRT&H 12.38) (D)
225.828
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Supplying, fitting and placing Fe-500 D TMT bar reinforcement in foundation complete as per drawing and technical specification as per clause 1600 MoRT&H specification (MoRT&H 12.40)
109.35
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SUBSTRUCTURE- Piers, Abutments and Bearings
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Reinforced cement concrete (M-35) with minimum cement content of 422 kg per cum of concrete in abutment, return wall/wing wall, retaining wall, pier shafts, bracket, pier cap, dirt wall etc. complete as per drawing and technical specifications as per clause 1500, 1700 & 2200 of MoRT&H specification (MoRT&H no. 13.5 (h)
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Furnishing and placing reinforced cement concrete (M-40) with minimum content of 430 kg per cum of concrete for bearing pedestal as per drawing and technical specification as per clause 1500, 1600, 2100 of MoRT&H specification (MoRT&H no. 14.1 (E)
5.144
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Supplying, fitting and fixing in position true to line and level cast Steel spherical bearings conforming to IRC: B3 (Pt.-lV) section IX and clause 2014 of MoRTH specifications complete including all accessories as per drawing and MoRT&H Specifications.
980
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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 MORT&H specifications complete including all accessories as per drawing and Technical specifications (MoRT&H 13.14) (as per MoRT&H Spec.2000 & 2200)
14000
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Supplying, fitting and placing Fe-500 D TMT bar reinforcement in substuructure complete as per drawing and technical specification as per clause 1600 & 2200 of MoRT&H specification (MoRT&H 13.6)
8
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Providing weep holes in brick masonry / Plain / Reinforced concrete abutment, wing wall/Wing wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of IV :20H towards outer face. Complete as per drawing and technical specifications as per clause 2706 & 2200 of MoRT&H specification (MoRT&H no.13.8)
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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 Wing wall to the full height compacted to a firm condition complete as per drawing and technical specification as per clause 710.1.4 of IRC:78 and 2200 of MoRT&H specification (MoRT&H no. 13.10)
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Back filling behind abutment, wing wall and Wing wall complete as per drawing and technical specification as per clause 710.1.4 of IRC:78 & 2200 of MoRT&H specification (MoRT&H 13.9)
138.989
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SUPER STRUCTURE
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Structural steel work in angel, tees and flats welded including cuttting fixing all gusset plates, bolts, nuts, welding road etc, with hosting and erecting in postion
For roof trusses, well kerbs, plates and trussed girder, etc of any span for building and bridges.
180
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Metalizing of Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied@ 0.90 litre/10 sqm over an under coat of primer applied @ 0.80 litre/1 O sqm of approved brand and manufacture
2160
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Providing and Laying metal deck Sheet of 1.5 mm th.below slab having max. 44mm crest depth The material is to be manufactured out MS Steel as per IS codes and zinc coating of 90gsm as per IS Codes, including placing in position complete as per Technical Specifications.
369.24
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Furnishing and placing reinforced cement concrete (M-35) with minimum cement content of 422 kg per cum of concrete in superstructure complete as per drawing and technical specification as per clause 1500, 1600 & 1700 of MoRT&H specification (MoRT&H 14.1 D (ii) + 14.13
100.184
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Supplying, fitting and placing Fe-500 D TMT bar reinforcement in super-structure complete as per drawing and technical specifications as per clause 1600 of MoRT&H specification (MoRT&H no. 14.2)
22.55
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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. CSR (22.12 A)
100.88
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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70mm, 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 clause 2607 of MoRT&H specification (MoRT&H no. 14.22)
17
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Providing and applying tack coat with bitumen VG10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification (MoRT&H no. 5.2)
704.1
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Providing and laying 40mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site laying with a hydrostatic pver finisher with sensor MoRT&H 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 respect (MoRT&H no. 5.8)
17.603
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Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen VG 30 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. (MoRT&H no. 5.14)
352.05
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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) CSR 22.8 B
16
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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
220.832
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PCC M 15 with minimum cement content 275 kg per cum of concrete Grade levelling course below approach slab complete as per drawing and technical specification as per clause 2700 of MoRT&h specification (MoRT&H 14.10)
7.875
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Reinforced cement concrete (M-35) with minimum cement content 422 kg per cum of concrete in approach slab including reinforcement and formwork complete as per drawing and technical specification as per clause 1500, 1600, 1700 & 2704 of MoRT&H specification (MoRT&H no. 14.11)
15.75
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per clause 803 of MoRT&H specification (MoRT&H no. 8.8)
185.619
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SUPER STRUCTURE
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Plain/Reinforced cement concrete ( M-15 ) in open foundation complete as per drawing and technical specifications (MoRT&H 12.8H) (44.80+30.80) (as per MoRT&H Spec.1500, 1700 & 2100)
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Reinforced cement concrete (M-35) in sub-structure complete as per drawing and technical specifications (MoRT&H 12.8H) (204.40+119.70) (as per MoRT&H Spec.1500, 1700 & 2100)
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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) (CSR 24.56)
280
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Construction of Approach Road
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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 (Sr.No 3.16 of MoRTH ) (as per MoRT&H Spec.305)
2671.48
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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(Sr.No 4.1B of MoRTH )
441.7
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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.(Sr.No 4.11,4.11 A,4.11 A(ii) of MoRTH ) (as per MoRT&H Spec.404)
136.5
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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.(Sr.No 4.11,4.11 A (iii) of MoRTH ) (as per MoRT&H Spec.404)
273
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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 (Sr.No 5.1 A of MoRTH ) (as per MoRT&H Spec.502)
1820
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Providing and applying tack coat with bitumen VG 10 at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.(Sr.No 5.2 (ii) of MoRTH ) (as per MoRT&H Spec.503)
1820
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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 (Sr.No 5.3 (ii) of MoRTH ) BITUMEN VG 30 (as per MoRT&H Spec.504)
91
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Providing, laying and rolling of open - graded premix surfacing of 20 mm VG-10 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.(Sr.No 5.7 of MoRTH ) (as per MoRT&H Spec.510)
1820
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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.(Sr.No 5.9 of MoRTH ) (as per MoRT&H Spec.511 (ii))
1820
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ROAD SAFETY AND FURNITURE (Sr.No 8.4, of MoRTH )
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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 MoRT&H 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 MoRT&H 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 MoRT&H 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. (as per MoRT&H Spec.1700)
2
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PMGSY Maintenance Informatory Board
Providing and fixing of typical PMGSY Maintenance Informatory sign board with Logo as per MORD specifications and drawing. MS Plates 1.6 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. 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, 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 (as per MoRT&H Spec.1700)
2
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Moulded Shank Road Stud Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause804.7.3 of MORT&H 5th revision specifications. (as per MoRT&H Spec.CSR 24.63)
80
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CONST. OF DISMENTALING OF EXISTING STRUCTURE
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
Dismantling of RCC (as per MoRT&H Spec.202 B)
122.11
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Dismantling of PCC 1:6:12
19.5
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Dismantling of B.B Work
351
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Credit of Brick Bats
87.75
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Credit of Steel
1831.68
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Const. of Diversion
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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) (Sr.No 9.12 of MoRTH ) (as per MoRT&H Spec.2900)
112.5
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Brick Masonry work in cement mortar 1:4 in foundations complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 and 1203
135.6
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Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses / bond alongwith preparation of subgrade with rough dressing of soil, final dressing of earth to give level surface and camber including watering, rolling with road roller. Al joints shall be thoroughly filled / grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed into the joints, rolling the surface with light road roller after sprinkling with water complete in all respects. (as per CSR 14.19)
385
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Credit of supply of Hume pipe
67.5
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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 =34033.63, bidder(s)/vendor(s) need not to quote for this)
1
34033
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AMC for 2nd Year (fixed Rate = 47548.66, bidder(s)/vendor(s) need not to quote for this)
1
47548
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AMC for 3rd Year (fixed Rate = 6233.11, bidder(s)/vendor(s) need not to quote for this)
1
62330
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AMC for 4th Year (fixed Rate = 78470.83, bidder(s)/vendor(s) need not to quote for this)
1
78470
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AMC for 5th Year (fixed Rate = 96069.79, bidder(s)/vendor(s) need not to quote for this)
1
96069
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