Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Mar 2025
Closing Date22 Apr 2025
Tender Amount₹ 2,90,49,000
AI Insights
Technical
Technical
Financial
Additional Eligibility
Bid Capacity
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The formula for bid capacity is: Assessed Available bid capacity = (A*N*1.5-B)
Technical Capacity
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The required prior work experience for the bidder includes demonstrating continuous construction work over the past 5 years, with specific experience in managing key activities and environmental and social aspects. The bidder should have experience in contracts of a similar nature and volume. For similar contracts, the bidder should provide details on the amount, physical size of required works items, complexity, methods/technology, construction rate for key activities, and other characteristics. The bidder should also provide information on their current commitments on all contracts that have been awarded. In terms of specific values and percentages, the bidder should provide the total contract amount, participation in total contract amount if a member in a JV or subcontractor, and the amount of contract for each similar contract. The bidder should also provide a certificate from the Engineer-in-charge for each similar contract. The bidder should provide the actual 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 value of existing commitments on ongoing works to be completed during the period of completion of the works for which bids are invited is mentioned, but no specific percentage or amount is provided for similar works completed, except that the bidder should provide information on the value of works completed. The bidder must report on contracts where the employer has initiated a dispute, including the year of dispute, amount in dispute, contract identification, and total contract amount. The bidder must disclose any litigation history, including the year of award, outcome as a percentage of net worth, contract identification, total contract amount, and matter in dispute. Specific values and percentages mentioned include:
- Amount in dispute (in Rs)
- Total contract amount (in Rs)
- Percentage of net worth (in the event of litigation)
- Amount of suspended or terminated portion of the contract (in Rs and percentage) The required prior work experience for the bidder's Key Personnel is as follows:
- Project Manager cum Bridge Engineer: 10 years of experience, with at least 8 years in a similar position.
- Assistant Bridge Engineer: 5 years of experience, with at least 3 years in a similar position.
- Assistant Road Engineer: 5 years of experience, with at least 3 years for degree holders and 5 years for diploma holders in a similar position.
- Environment, Health and Safety Engineer: 5 years of experience, with at least 3 years in a similar position.
- Socialist Specialist/Labour Specialist: 5 years of experience, with at least 3 years in a similar position. The bidder should demonstrate access to liquid assets, unencumbered real assets, lines of credit, and other financial means to meet the construction cash flow requirements estimated at Rs. 29.05 Lakhs. The bidder should also demonstrate adequate sources of finance to meet the cash flow requirements on works currently in progress and for future contract commitments, with a minimum average annual construction turnover of Rs. 174.29 lakhs in at least two of the last five financial years in civil engineering construction work.
Costs
EMD
₹ 5,80,980Document Cost
₹ 6,000Tender Fee
Refer Documents
Summary
Ce/eap/arrbp/ocb/ Bridge1/dima Hasao/10 1/1 On Nobdi Daulagupu Village
Description
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Contact
Tender Id
2025_PWRDW_43680_17Tender No
CE/EAP/ARRBP/BR/01/2024/10Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. C.Bottom Plug, PCC Grade M25 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
187.7
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. E. Top Plug , PCC Grade M25 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
10.86
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. F. Well Cap RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
152.37
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Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications
TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) (Well curb, Well steining, Well cap) Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
67.06
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Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level.
A Sandy soil
(i) Depth below bed level upto 3.0 M Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
6
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Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level.
A Sandy soil
(ii) Beyond 3m upto 10m depth Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
14
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Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewedfrom bed level.
A Sandy soil
(iii) Beyond 10m upto 20m Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
19.5
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Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
6.8
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Providing and filling sand in between the top and bottom plugs with good sand in layers inclding compacting as directed. Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
499.44
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Plain/Reinforced cement concrete in sub structure 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. With Batching Plant, Transit Mixer and Concrete Pump Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
66.52
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
2.82
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
14.37
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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 toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
50.44
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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 (1000 mm c/c) Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
16
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
780
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
4
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
4
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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
(ii) For T-beam and Slab
b. Height 5m to 10m Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
88.21
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
68.82
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
7.98
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
80.22
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
3.99
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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 PSC Girder, End Diaphragm, Int Diaphragm, Deck slab Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
15.55
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
21.3
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
3638.2
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
17
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Providing and fixing drainage spouts as per MORT & H specifications. Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
50
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
100.01
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
101.53
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
0.2
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
2937.46
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
9088.67
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
1005.36
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
195.21
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
91.69
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
91.69
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
1073
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
1420.01
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
2
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
54
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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. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
6
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Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage) Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
12
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Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
6
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Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)
Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
12
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Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)
Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
6
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Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
12
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Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
6
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Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
12
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Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)
Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
6
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Training related to Capacity Building in terms of Social, Environment & Labour Management. Br. No. 1/1 Nobdi Daulagupu village to Boro Disao village road (Span 1 x 30)
4
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The Provisional Sum of Rs. 66,325 (Rupees Sixty Six Thousand Three Hundred Twenty Five 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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