Punjab Mandi Board Tender

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The Punjab Mandi Board has issued a formal invitation for competitive bids for Reconstruction Of 3span 27m Each Steel Truss Bridge Over Lohian Punia Road To Lohian Makhu Road Via Mehrajwala Mandi, Nall, Manak. At Rd 10380 Under Pmgsy-iii (batch - I ), Package No Pb080316a. Block Lohian Khas, District Jalandhar in Jalandhar, Punjab, with an estimated contract value of Rs. 9,74,57,794. The bid opening date for this tender is 22-05-2025 and the last date for bid submission is 13-06-2025. Interested bidders for Punjab Mandi Board tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Punjab Mandi Board Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date22 May 2025
Closing Soon13 Jun 2025
Tender Amount₹ 9,74,57,794 
Notes
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Bid Capacity
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The formula for Assessed Available Bid Capacity is A*N*M - B.
Technical Capacity
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The bidder is required to have prior work experience as a prime contractor or sub-contractor on construction works of a similar nature and volume over the last five years. The bidder must have satisfactorily completed, as prime Contractor or sub-contractor, at least one similar work equal in value to one-third of the estimated cost of work (excluding maintenance cost for five years) for which the bid is invited. In Naxal/Left Wing Extremist Affected Districts, this value is reduced to one-fourth. The value of road work completed by the bidder under Pradhan Mantri Gram Sadak Yojana in the originally stipulated period of completion shall be counted as 120% for the purpose of this requirement. No specific percentage of similar works completed is mentioned in general, but the bidder's experience and resources are considered in determining their compliance with the qualifying criteria. The bidder should have experience in works of a similar nature and size for each of the last five years, and the total monetary value of civil construction works performed for each of the last five years should be provided. The bidder should also provide details of similar nature of works executed, including project name, name of employer, description of work, value of contract, contract number, date of issue of work order, stipulated date of completion, and actual date of completion. The bidder's available bid capacity for construction work should be equal to or more than the total bid value excluding maintenance. The available bid capacity is calculated as: Assessed Available Bid Capacity = (A*N*M - B), where A is the maximum value of civil engineering works executed, N is the number of years prescribed for completion of the works, M is 2 or a higher figure not exceeding 3, and B is the value of existing commitments and on-going works to be completed during the period of completion of the works. The maximum value of civil engineering works executed in any one year during the last five years is considered, updated to the price level of the last year at the rate of 8 percent a year. The bidder should have executed and received payments for a total annual volume of civil engineering construction work in the last five years preceding the year in which bids are invited. The bidder should provide an annual turnover certificate from a Chartered Accountant for the last five financial years, with a breakup of civil works and total works in each financial year. The bidder should have valid registration with Employees Provident Fund organization under EPF and Miscellaneous Provisions Act,1952. For package size exceeding Rs. 10 crore, Joint Ventures are allowed. The bidder should not be under a declaration of ineligibility for corrupt and fraudulent practices by the Central Government, the State Government or any public undertaking, autonomous body, authority by whatever name called under the Central or the State Government. The bidder should provide information regarding any litigation or arbitration during the last five years in which the Bidder is involved, the parties concerned, the disputed amount, and the matter. The bidder should provide reports on the financial standing of the Bidder, such as profit and loss statements and auditor's reports for the past three years. The bidder should provide evidence of access to line(s) of credit and availability of other financial resources/facilities (10 percent of the contract value) certified by banker. The bidder should provide a proposed programme of construction and Quality Management Plan proposed for completion of the work as per technical specifications and within the stipulated period of completion. The bidder should provide details of the technical personnel proposed to be employed for the Contract having the qualifications defined, and should provide information regarding the personnel engaged by it in the performance of its obligations under this Contract. The bidder should ensure that the personnel engaged by it in the performance of its obligations under this Contract are at all times appropriately qualified, skilled and experienced in their respective functions. The bidder should employ for the construction work and routine maintenance, the technical personnel named in the Contract Data or other technical persons approved by the Engineer. The bidder should not employ any retired Gazetted officer who has worked in the Engineering Department of the State Government and has either not completed two years after the date of retirement or has not obtained State Government’s permission for employment with the Contractor. The bidder should provide information regarding any litigation or arbitration during the last five years in which the Bidder is involved, the parties concerned, the disputed amount, and the matter. The bidder should provide a proposed programme of construction and Quality Management Plan proposed for completion of the work as per technical specifications and within the stipulated period of completion. The bidder should provide evidence of access to line(s) of credit and availability of other financial resources/facilities (10 percent of the contract value) certified by banker. The bidder should provide reports on the financial standing of the Bidder, such as profit and loss statements and auditor's reports for the past three years. The bidder should provide details of the technical personnel proposed to be employed for the Contract having the qualifications defined, and should provide information regarding the personnel engaged

Costs

Summary

Reconstruction Of 3span 27m Each Steel Truss Bridge Over Lohian Punia Road To Lohian Makhu Road Via Mehrajwala Mandi, Nall, Manak. At Rd 10380 Under Pmgsy-iii (batch - I ), Package No Pb080316a. Block Lohian Khas, District Jalandhar

Description

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BOQ Items

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Performing Pile load test on single vertical pile in accordance with IS:2911 (Part-IV) as per clause 1100 of MoRT&H specification.

-

-

-

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Initial load test

1250

25

-

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Routine load test

1250

11

-

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Lateral load test

112.5

39

-

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Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects

1440

237

-

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Making bore and installation of pumping set for dewatering arrangements complete in all respects.

450

55

-

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Excavation for Structures (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.)

2369.251

447

-

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PCC 1:3:6 in Foundation (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.)

151.598

1368

-

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Plain/Reinforced cement concrete grade M15 in open foundation complete as per drawing and technical specifications/With Batching Plant, Transit Mixer and Concrete Pump

439.144

1808

-

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Plain/Reinforced cement concrete grade M35 in open foundation complete as per drawing and technical specifications/With Batching Plant, Transit Mixer and Concrete Pump

829.827

11

-

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Supplying, Fitting and Placing intigrated plant marked HYSD bar Fe 500 Reinforcement in foundation including cutting,wastage & overlap complete as per Drawing and Technical Specifications clause 1600,1600 & 2200 and 1600 (Sr no 12.4 & 13.6, 14.2)

227.517

2115

-

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Plain/Reinforced cement concrete grade M35 in sub-structure complete as per drawing and technical specifications With Batching Plant, Transit Mixer and Concrete Pump

594.577

23

-

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Supplying, fitting and placing HYSD FE 500D bar reinforcement in sub-structure complete as per drawing and technical specifications.

10.259

13

-

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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.

657

5908

-

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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.

847.848

116

-

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Sandy Material.

11.124

44

-

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Furnishing and Placing M-40 Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. With Batching Plant, Transit Mixer and Concrete Pump

165.24

5174

-

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Supplying, Fitting and Placing intigrated plant marked HYSD bar Fe 500 Reinforcement in superstructure including cutting,wastage & overlap as per Drawing and Technical Specifications clause 1600,1600 & 2200 and 1600

29.317

156

-

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Structural Steel/Composite Superstructure (Girders) of Grade E350 ) Supply and fabrication of mild steel as per IS 2062 including drilling, welding, riveting, grinding supply of bolts, nuts, washes, fixtures etc. at site. Assembling, erection of fabricated steel structure to proper line, level and camber as per approved drawings and technical specifications section 1900 complete including transportation and handling, painting all exposed surfaces of steel work after erection with one coat of red lead epoxy paint to IS 102 and two coats of paint including all labour consumable other material machinary tools and tackles complete as per specification and directed by engineers including furnishing of detailed erection scheme and getting the same approved from competent authority. INTEGRATED PLANT MARKED

351.532

320

-

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Providing & Laying metal deck sheet of 1.5mm th. Below slab having max. 44mm crest depth . The material is to be manufactured out as per IS codes and zinc coating of 90 gsm as per IS code including placing & position complete as per technical specification.

724.95

4198

-

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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.

176

3288

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Providing and fixing 65 mm dia GI pipe hand rail over the crash barrier kerb consisting of MS base plate, embedded fasterner and nuts, MS vertical plates and pipes etc, as shown in the drawings and as per specifications and painting the same with 3 or more coats of paints. All the railling components as mentioned above to be hot dip galvanised with a zinc coating of at least 175 gm/sqm. Item to include all incidental works required to complete the work as directed by the Enginneer-in-charge.

176

4470

-

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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.) MoRT&H 14.21

34

5291

-

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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.

33.6

5610

-

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Providing and applying tack coat VG-10 on the prepared bituminous surface cleaned with mechanical broom.)

1320

6120

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Providing and laying 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 @ 5.4 to 5.6 % 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 5.5 (i) specification clause No. 509 complete in all respects VG-30

26.4

106

-

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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. (MoRT&H no. 5.11) VG-30

660

150

-

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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)

18

66

-

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification With Batching Plant, Transit Mixer and Concrete Pump

9.072

95

-

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Reinforced cement concrete M-30 (Using Batching Plant,Transit mixer & Concrete Pump) approach slab including reinforcement (Integrated plant marked) and formwork complete as per drawing and Technical specification

18.144

1477

-

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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.

3000

4790

-

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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

422.4

52213

-

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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. )

841.995

55622

-

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Providing and laying hot applied thermoplastic compound 2.5mm thick including reflacto raising glass beads @ Rs. 250 gm. Per Sqm area thickness of 2.5mm inclusive of surface applied glass beads.

269.56

4688

-

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Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)

4

728

-

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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 clause 804.7.3 of MORT&H 5th revision specifications.

90

299

-

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80 mm x 60 mm rectangular Direction and Place Identification signs with size 800x600mm. 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.

3

5474

-

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60 cm circular Warning Signs (overtaking Prohibited & Speed limit ) size 600 circular 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.

8

5972

-

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90 cm equilateral triangle Retro-reflectorised Traffic Signs 900x900x900mm triangular 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.

8

168

-

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Hazard Marker Sign Board 300x900 mm Rectangular Hazard Marker Sign Board 300x900 mm Rectangular Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications.

8

342

-

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Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.)

960

237

-

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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)

320

13986

-

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Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately

240

281

-

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Laying, Spreading & Compacting of existing dismantled material ( Received after dismantling) & Supplying & mixing 20% coarse sand comp. as per specification 4.1 MORD

144

-4000

-

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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

8457

362

-

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Providing and laying brick on end edging in full brick width and half brick deep including excavation, refilling and disposal of surplus earth, complete in all respects as per PWD specifications.

350

3130

-

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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 4.1 of MoRTH )

422

1891

-

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WBM G-2 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.

304

520

-

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WBM G-3 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

152

1159

-

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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.

2025

9849

-

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

2025

15583

-

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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

101

15389

-

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Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 roller and finishing to required level and grades as per Technical Specification Clause 509

2025

13812

-

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Cautionary Signs (Intersection & Bridge ) size 600 triangular 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.

3

3304

-

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Providing and fixing of typical PMGSY Logo & Informatory sign 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. (AOR)

2

4327

-

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Providing and fixing of typical PMGSY Logo sign 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. (AOR)

2

2688

-

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Providing and fixing Citizen Informatory PMGSY Logo sign 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. (AOR)

2

3091

-

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Providing and fixing Maintenance Informatory PMGSY Logo sign 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 (AOR)

2

3050

-

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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)

8

3297

-

... More
Laying Reinforced cement concrete pipe NP4 / prestressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets .

443

6881

-

... More
Laying Brick soling layer on prepared sub grade with brick on end edgeing according to lines, graded and x section shows on the drawing filling joints with sand and earth spreading 25mm thk layar of earth over brick soling watering and rolling the same with three whelled road roller 80-100kN as per technical specification Clause 412

935

6881

-

... More
Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.

443

6881

-

... More
Disposal of material upto 2km lead (earth ) CSR 5.1

742

6881

-

... More
Dismantling of existing structures like culverts, bridges, retaining wall and other structure comprising of masonary, cement concrete, wood work, steel work, include 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 1000meters

1628

6881

-

... More
Disposal of material upto 2km lead (concrete / Brick )

1628

6881

-

... More
Credit of Old Hume pipes (9.12)

310

6881

-

... More
Credit of Bricks (NS)

18817

6881

-

... More
Credit of Brick Bats (NS)

119

6881

-

... More
Credit Of steel (NS)

31458

6881

-

... More
Add Acceptance Test on Bridge as per IRC:SP-51-2015 Must be Conducted by Approved/ Reputed Agency as Approved by Engineer in charge (NS)

1

6881

-

... More
Add Pile Integrity test Must be Conducted by Approved/ Reputed Agency as Approved by Engineer in charge (NS)

30

6881

-

... More
Routine Maintenance- after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data.

-

-

-

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For 1st year

1

15685

-

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For 2nd year

1

16882

-

... More
For 3rd year

1

108378

-

... More
For 4th year

1

141353

-

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For 5th year

1

172677

-



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  • Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
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