Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date24 Mar 2025
Closing Date22 Apr 2025
Tender Amount₹ 5,98,75,000 
Notes
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AI Insights

Bid Capacity
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The formula for bid capacity is: 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, updated to the current price level. N = Number of years prescribed for completion of the works for which bids are invited. B = Value 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 general construction experience and specific construction and contract management experience. The bidder should have contracts that demonstrate continuous construction work over the past 5 years. For specific construction and contract management experience, the bidder should have worked as a prime contractor or sub-contractor or management contractor on construction works of a similar nature and volume over the last 5 years. The value and percentage of similar works completed are mentioned in some cases. For example, the bidder should have completed contracts with a total value that meets the average annual construction turnover requirement of Rs. 359.25 lakhs in at least two of the last five financial years. The bidder should also have completed at least 3361 cum of earthwork in excavation, earthwork in filling in embankment/subgrade in one or more contracts/projects for road construction work in any one year of the last five years between 1st April 2019 and 31st March 2024. For similar work, which is defined as "Construction of one RCC/PSC Girder Bridge with well/pile foundation having span of 60 m in a contract of value not less than Rs. 359.25 Lakh across channel/river in a road project", the bidder should have completed 90% or more of the works under the contract. Substantial completion is based on 90% or more works completed. In terms of specific values and percentages, the bidder should have a minimum average annual construction turnover of Rs. 359.25 lakhs, and should have completed contracts with a value of not less than Rs. 359.25 Lakh for similar work. The available bid capacity will be calculated as (A*N*1.5-B), where A is the maximum value of civil engineering works executed in any one year during the last five years, updated to the price level of the financial year 2024-25 at the rate of 5% per year. The bidder should also demonstrate access to or have available liquid assets, unencumbered real assets, lines of credit, and other financial means to meet the construction cash flow requirements estimated at Rs. 59.88 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, through positive net worth, bank dedicated limit, and working capital available.

Costs

Summary

Ce/eap/arrbp/ocb/ Bridge1/dima Hasao/11 6/1 On Chotowapu

Description

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BOQ Items

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Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

6

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Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm) Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

240

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Providing placing and driving in position for RCC piles 6mm permanent M.S Liner upto required depth including fabricating and setting out as per detailed drawing Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

15

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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. (B) Mechanical Means (II) With dewatering (i) Depth upto 3 m Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

857.14

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Levelling course for Pile cap Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

9.43

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Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

159.73

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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 Foundation as per drawings and technical specifications Clauses 1000 and 1202 Pile & Pile caps Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

53.06

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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. A.Well curb, RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

55.37

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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. B.Well steining , RCC M35 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump cum Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

1215.72

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

188.78

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

9.97

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

115.45

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

103.22

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Sinking of well for pier/abutment through any type of soil and sand. A Sandy soil (i) Depth below bed level upto 3.0 M Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

6

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Sinking of well for pier/abutment through any type of soil and sand. A Sandy soil (ii) Beyond 3m upto 10m depth Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

14

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Sinking of well for pier/abutment through any type of soil and sand. A Sandy soil (iii) Beyond 10m upto 20m Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

20

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Sinking of well for pier/abutment through any type of soil and sand. A Sandy soil (iV) Beyond 20m upto 30 m (sinking) Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

20

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Sinking of well for pier/abutment through any type of soil and sand. A Sandy soil (V) Beyond 30m upto 40 m (sinking) Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

2.5

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

4.75

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

812.67

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

219.25

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

9.97

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

46.43

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

633.51

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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 Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

2460

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

8

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

8

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

142.07

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

279.33

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

7.88

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

15.75

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

179.89

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

7.67

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

50.9

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

49.48

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

3152.84

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

34

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Providing and fixing drainage spouts as per MORT & H specifications. Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

32

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

68.47

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

136.94

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

87.75

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

0.27

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

3384.94

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

2167.49

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

1359.21

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

249.89

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

117

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

117

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

1040.5

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

3054.7

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

72

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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. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

6

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Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage) Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

12

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Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

6

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Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

12

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Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

6

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Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

12

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Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

6

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Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

12

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Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage) Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

6

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Training related to Capacity Building in terms of Social, Environment & Labour Management. Br. No. 6/1 Chotowapu to Bhanjikhallu via Motiphonglo (Span 2 x 20 + 1 X 40)

4

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The Provisional Sum of Rs. 3,21,737 (Rupees Three Lakh Twenty One Thousand Seven Hundred Thirty Seven 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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  • Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
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