Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date21 Mar 2025
Closing DateCancelled
Tender Amount₹ 2,47,03,000 
Notes
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Bid Capacity
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Assessed Available bid capacity = (A*N*1.5-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 B = Value, at the current price level, of existing commitments on 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 required prior work experience for the bidder includes experience in construction works of a similar nature and volume over the last five years, as a prime contractor, sub-contractor, or management contractor. The bidder should provide information on similar contracts, including the award date, completion date, role in the contract, total contract amount, and participation in the total contract amount. The bidder should demonstrate similarity in accordance with specific factors, including amount, physical size of required works items, complexity, methods/technology, construction rate for key activities, and other characteristics. The bidder needs to provide the total contract amount and the amount of work completed. Specifically, the bidder should provide the quantity performed under the contract per year or part of the year in the last 5 years, and the percentage participation in the contract. The bidder should fill in the information in the relevant form, which includes the contract identification, role in the contract, total contract amount, and quantity performed. In terms of specific values, the bidder needs to provide details such as the total contract amount, but specific values and percentages are not consistently mentioned across the requirements. However, some sources mention that the bidder should have a minimum average annual construction turnover, calculated as total certified payments received for contracts in progress and completed within the last five financial years, in at least two of the last five financial years. Some sources also mention specific roles and their required years of experience, such as Project Manager cum Bridge Engineer with 10 years of experience, Assistant Bridge Engineer with 5 years of experience, and others. Additionally, the bidder should demonstrate access to sufficient financial means to meet the construction cash flow requirements and have adequate sources of finance to meet the cash flow requirements on works currently in progress and for future contract commitments. Values like amount are mentioned, such as Rs. 185.27 lakhs as the minimum average annual construction turnover, and Rs. 30.88 Lakhs as the estimated construction cash flow requirements. Percentages are not explicitly mentioned, but participation percentages in contracts are required.

Costs

Summary

Ce/eap/arrbp/ocb/ Bridge-1/dima Hasao/06 Asalu Wadrengdisa Road

Description

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BOQ Items

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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser H. RCC Grade M35 (ii) Using Batching Plant, Transit Mixer and Concrete Pump Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

214.88

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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 Abutment Foundation Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

15.49

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Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, Abutment shafts & Pier, Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser H. RCC Grade M35 b. Height 5m to 10m Case II. Using Batching Plant, Transit Mixer and Concrete Pump Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

108.06

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Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, Abutment shafts & Pier, Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser F. RCC Grade M25 b. Height 5m to 10m Case II. Using Batching Plant, Transit Mixer and Concrete Pump Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

348.13

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without Plasticiser E PSC Grade M40 Case ii. Using Batching Plant, Transit Mixer and Concrete Pump (i) For Solid slab super structure b. Height 5m to 10m Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

5.6

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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Abutment , Abutment Cap,Dirt walls, Pier, Pier cap, Pedestals, Sesmic arrestor, Riding return walls, U return wall / Fly Return walls Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

91.78

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

79.26

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Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

6

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Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

6

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (N) Without Plasticiser D RCC/PSC Grade M35 Case ii. Using Batching Plant, Transit Mixer and Concrete Pump (ii) For T-beam and Slab b. Height 5m to 10m Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

111.34

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

5.32

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Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

15.96

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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm 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 enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

86.08

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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawings and technical specification Clauses 1002, 1010 & 1202 RCC Girder, End Diaphragm, Deck slab Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

24.85

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

21.13

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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. ) For Plain surface Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

2647.27

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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 stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. FIX ,FREE,LONG,TRANS 230 MT Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

720

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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 instruction for installation). Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

25.5

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Providing and fixing drainage spouts as per MORT & H specifications. Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

12

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Span Load Test Load testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span (Extra for every increase of 100.00mt or part there for in the span load capacity upto 800.00 mt Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

1

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 150 mm Filter Media Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

53.86

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 300 mm Filter Media Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

107.72

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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

296.42

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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (ii) By Mechanical Means (a) In area of non-thorny jungle Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

0.16

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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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

5392.82

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private Land Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

769.72

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Construction of granular sub-base 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 Specification Clause 401. (ii) For Grading II Material Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

163.01

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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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Manual Means Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

76.78

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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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

76.78

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Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge Block/ Edge Restraints Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

1023.75

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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or asdirected by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

3237.52

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 ii) 600mm equilateral triangle Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

4

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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 iv) 800mm x 600mm rectangular Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

4

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Metal Beam Crash Barrier, 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 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

80

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Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous / concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

42

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Tree Plantation Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for one year. Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

6

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Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage) Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

12

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Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

6

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Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

12

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Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

6

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Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

12

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Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

6

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Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

12

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Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage) Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

6

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Training related to Capacity Building in terms of Social, Environment & Labour Management. Br. No. 12/1 on Asalu Wadrengdisa Road (Span 2 x 15)

2

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The Provisional Sum of Rs. 21,842 (Rupees Twenty One Thousand Eight Hundred Forty Two Only) is meant for utility shifting and tree felling/plantation. This is a fixed amount to be utilised during implementation for the purpose of utility shifting and tree felling/plantation. (Bidder is not required to quote the fixed amount separately.)

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