Punjab Mandi Board Tender
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Punjab Mandi Board Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 May 2025
Closing Date12 Jun 2025
Tender Amount₹ 2,80,44,000
AI Insights
Technical
Technical
Additional Eligibility
Bid Capacity
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The formula for available bid capacity is: Assessed Available Bid Capacity = ( A*N*M - B ) where A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the last year at the rate of 8 percent a year) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited (period up to 6 months to be taken as ½ and more than 6 months as 1 in a year). M = 2 or such higher figure not exceeding 3 as may be specified. B = Value, at the current price level, of existing commitments and on-going work to be completed during the period of completion of the works for which bids are invited.
Technical Capacity
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The required prior work experience for the bidder includes: - For field testing laboratory: - Diploma Holder in Civil Engineering: 2 years - Others (Technician): 5 years - For routine maintenance: - Diploma Holder in Civil Engineering: 5 years - Others (Supervisors): 7 years - For construction work: - Degree Holder in Civil Engineering: 3 years - Diploma Holder in Civil Engineering: 5 years - Others (Supervisors): 7 years The bidder must have satisfactorily completed, as prime contractor or sub-contractor, at least one similar work equal in value to one-third (or one-fourth in case of Naxal/Left Wing Extremist affected districts) of the estimated cost of work (excluding maintenance cost for five years) for which the bid is invited. The value and percentage of similar works completed are not explicitly mentioned, but the bidder needs to provide information on the total annual volume of civil engineering construction work executed and payments received in the last five years. However, specific values and percentages are mentioned in the context of insurance, such as:
- Works, Plants & Materials: Minimum cover for insurance is equal to the contract amount, with a maximum deductible of 0.4% of the contract amount.
- Loss or damage to Equipment: Minimum cover for insurance is 10% of the contract amount, with a maximum deductible of 0.4% of the contract amount.
- Other properties: Minimum cover for insurance is 5% of the contract amount, with a maximum deductible of 0.4% of the contract amount.
- Personal injury or death insurance: The minimum cover is 15 lacs for other people. Additionally, the bidder can subcontract components of the works for construction/up-gradation, aggregating to not more than 25 percent of the Contract Price. The bidder's prior work experience is also measured in terms of the amount put to bid, with a requirement of 75% of the amount put to bid, in case the amount put to bid is more than Rs. 200 lakhs, and 60% for amounts up to Rs. 200 lakhs. In Naxal/Left Wing Extremist Affected Districts, these figures are reduced to 50% and 75% respectively, but for the lower amount, it is 50%. The value of road work completed by the bidder under Pradhan Mantri Gram Sadak Yojana in originally stipulated period of completion shall be counted as 120% for the purpose of this requirement. For package size exceeding Rs. 10 crore, the Joint Ventures are allowed, and the lead partner shall meet not less than 50% of qualification criteria, while each of the remaining partners shall meet not less than 25% of all the criteria.
Costs
EMD
₹ 5,61,000Document Cost
₹ 20,000Tender Fee
Refer Documents
Summary
Up-gradation Of Gagobuha Rajatal Road To Mahna Mallian Road Via Bhucchar Bridge T-05 From Km-0/000 To Km-5/000 Under Pmgsy-iii (batch-iii) Package No. Pb-22-030, Block Gandiwind Distt Tarn Taran
Description
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Contact
Tender Id
2025_AGRI_141506_1Tender No
Package No. PB-22-030Tender Authority
Punjab Mandi Board ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
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Excavation for roadway in soil using mech means including cutting and pushing the earth to site of embakement up to a distance of 100 m, including trriming bottom and side slopes in accordance with requirements of lines,grades and X section as per Clause 302
15085.55
27285
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Construction of embankment with approved material deposite at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Tables 300.1 & 300.2 as per Technical Specification Clause 301.5
15085.55
27285
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
595.91
27285
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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
10081
27285
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Laying & Compaction of old Material received after scarification from raising portion including Laying , rolling and Consolidating the same as per Specification.(only 60% Material to be received after scrification & laying on Raising portion in full width. (Qty as per Item NO.2.02 Marked )
50.33
27285
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Construction of granular sub-base (G.S.B) 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 Specifications Clause 401. (Grading I)
2475.58
27285
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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 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening(Type A)/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 ( 63-45 mm ) as per Technical specification Clause 405.
1827.42
27285
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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 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening(Type B)/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 ( 53 - 22.4 mm ) as per Technical specification Clause 405.
1447.17
27285
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg./sqm using mechanical means as per Technical Specification Clause 502
19295.54
27285
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Providing and applying tack coat with Bitumen VG-10 at the rate of 0.275 Kg/Sqm on the prepared Bituminous surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503.
19295.54
27285
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Providing and laying Bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
950.06
27285
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Providing, laying and rolling of close- graded premix surfacing (Mix Seal Surface) material of 25mm thickness composed of 13.2mm to 0.9mm (Type - B) aggregates using penetration grade using bitumen VG-30 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 8 - 10 KN static rollar and finishing to required level and grades as per Technical Specification Clause 507.
19295.54
27285
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Earth work in excavation for foundation of structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const. of shouring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material. MORD 9.1
209.568
27285
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Providing Plain Cement Concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. MORD 11.4
28.02
27285
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Providing and Laying Reinforced Cement Concrete Pipe NP3 in culvert as per design in Single Row on first class bedding of granular material inlcuding fixing collar with cement sand mortar 1:2 as per technical specifications clause 1101 (450 mm dia) MORD 9.7
108
27285
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Brick Masonry work in cement mortar 1:4 in foundations of head walls complete excluding pointing and plastering as per drawing and technical specification Clauses 1109 . MORD 9.10
54.49
27285
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Providing Plain Cement Concrete M-20 for Architectural Coping 395mm wide 50mm thick on top of Head walls / Wing walls complete as per drawings and technical specifications Clause 615 & 710 MORD 9.15
57.6
27285
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Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204. MORD 9.13
35.23
27285
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Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204. MORD 12.2
144.67
27285
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Painting of parapet walls of CD work with cement paint as per MORD specifications 1701. MORD 10.7
88.22
27285
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Supplying of fine sand and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications clause 1204.3.8 MORD 12.10
7.72
27285
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Removing all type of Hume Pipes and stacking within a lead of 1000 Mtr. Including earth work and dismentling of masonary work as per technical specification Clause 202.
52.5
27285
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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
100
27285
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Reinforced cement concrete M 15 grade 5th. kilometre stone (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
1
27285
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Reinforced cement concrete M 15 grade ordinary kilometre stone(precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
4
27285
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Reinforced cement concrete M 15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
21
27285
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Boundary Piller of 250mm dia RCC NP Type II pipe including Painting and lettering etc.
50
27285
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Supplying and fixing of Logo Board (Logo board at starting point & Intermediate distance) with Vertical Post MS Square Tube 80x80x4.80mm,Defination & Diamond Plate of ACP Sheet 3mm thick back side angle iron 25x25x3mm with Retro Reflective Tape type IV including cutting, lettering, Fixing comp. in all respects.
3
27285
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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 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.
2
27285
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Providing and fixing of PMGSY Citizen Informatory board ( A & B) as per MORD specifications and drawing with ACP Sheet 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded in cement concrete M-20 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.
4
27285
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Providing and fixing of PMGSY Citizen Informatory board ( A & B) as per MORD specifications and drawing with ACP Sheet 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded in cement concrete M-20 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.6.(Extra In Phirni Portion due to change In road pavements)
4
27285
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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.
2
27285
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Providing and fixing of Retro-reflective Cautionary, Mandatory and Informatory Sign Boards as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting 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 M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and MoRD Specification Clause 801. MORD 10.2
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900mm equilateral triangle
11
27285
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900 mm size octegon
3
27285
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600mm equilateral triangle
6
27285
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600 mm size Circular
8
27285
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600x450 mm rectangular
6
27285
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800x600mm rectangular direction & identification sign board
1
27285
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1200x900 mm rectangular direction & identification sign board
4
27285
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Hazard Markers (900 X 300mm)
33
27285
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Provision for Providing Rumble Strips painting with Thermoplastic paint. (With Main Roads)
12
27285
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(With Pucca L/Road Approches
3
27285
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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
1022
27285
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Supplying and fixing of single mould twin shankreflective road studs made out of polycarbonate/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 clause 804.7.3 of MORT&H 5th revision specifications. as per CSR 24.63
1102.22
27285
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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.
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For 1st year
5
35317
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For 2nd year
5
46741
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For 3rd year
5
69472
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For 4th year
5
94358
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For 5th year
5
121559
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