Works Department Tender

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Works Department - EICCL Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date15 Feb 2025
Closing Date3 Mar 2025
Tender Amount₹ 5,68,38,000 
Notes
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Class Of Bidder
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A class contractors.
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Assessed Available Bid Capacity = (A*N*2-B), where A = Maximum value of works executed in any one year during the last five years, B = Value at current price level of the existing commitments and ongoing works to be completed during the next Five months, and N = Number of years prescribed for completion of the works for which the bids are invited. Additionally, the bidder is required to furnish information on bid capacity as per the format in Schedule –G, along with a certificate from a Chartered Accountant for the total value of Civil Engineering construction work performed in the last five years.
Technical Capacity
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The required prior work experience for the bidder includes works experience in Civil Engineering construction work, with specific details to be provided in SCHEDULE-D1 and SCHEDULE-D2. The bidder needs to provide a list of projects executed that are similar in nature to the work, including details such as the name of the employer, location and name of work, contract price, items of works, stipulated date of completion, and actual date of completion. The bidder also needs to provide the value of work actually executed during the last 5 financial years. However, no specific percentage of similar works completed is mentioned. The bidder is required to provide information on the total value of civil engineering construction work performed in the last five years, with a certificate from a chartered accountant. Additionally, the bidder needs to obtain at least 80% marks for tools and plants and machineries as per the requirement in Schedule-C. It is also mentioned that if the rate quoted by the bidder is less than 15% of the tendered amount, the bid shall be rejected. For Scheduled Caste and Scheduled Tribe contractors, a 10% price preference is allowed, and they can be awarded the work if their tender is within 10% of the rate quoted by the lowest tenderer. The value of existing commitments and ongoing works should be furnished, along with the stipulated period of completion remaining for each work, and should be countersigned by the Engineer-in-Charge. The bidder's available bid capacity is calculated based on their past work experience, with a formula that takes into account the maximum value of works executed in any one year during the last five years, updated to the current price level using an escalation factor. The escalation factors used for updating the costs of works executed are: - 1.10 for works completed one year ago - 1.21 for works completed two years ago - 1.33 for works completed three years ago - 1.46 for works completed four years ago - 1.61 for works completed five years ago. The base year for calculation is 2024-25. The bidder's bid capacity is calculated as (A*N*2-B), where A is the maximum value of works executed, B is the value of existing commitments and ongoing works, and N is the number of years prescribed for completion of the works. The required prior work experience for the bidder includes works experience, with specific details to be provided in SCHEDULE-D1 and SCHEDULE-D2. In SCHEDULE-D1, the bidder needs to provide a list of projects executed that are similar in nature to the work, including details such as the name of the employer, location and name of work, contract price, items of works, stipulated date of completion, and actual date of completion. The bidder also needs to provide the value of work actually executed during the last 5 financial years. In SCHEDULE-D2, the bidder needs to provide a list of similar nature of projects in progress, including details such as the name of the employer, location and name of work, contract price, items of works, date of starting the work, stipulated date of completion, and revised target date of completion. The bidder is also required to provide information on the total value of civil engineering construction work performed in the last five years, with a certificate from a chartered accountant. The bidder needs to obtain at least 80% marks for tools and plants and machineries as per the requirement in Schedule-C. No specific percentage of similar works completed is mentioned, but the bidder needs to provide the value of works remaining to be completed and the anticipated date of completion. The value of contract and the stipulated period of completion are also required. The bidder is also required to provide a statement showing the value of existing commitments and ongoing works, duly countersigned by a Superintending Engineer. The information on the required prior work experience for the bidder is found in various clauses, including Clause No.14, which mentions works experience, and Clause No.12, which mentions bid capacity and the total value of civil engineering construction work performed in the last five years. The bidder needs to provide information on the value of work actually executed during the last 5 financial years. The schedule also requires the bidder to provide reasons for any delay in starting or completing the work. Additionally, SCHEDULE-D2 also pertains to the working experience of the bidder, although the exact details are not provided in the given context. In terms of specific values and percentages, it is mentioned that if the rate quoted by the bidder is less than 15% of the tendered amount, the bid shall be rejected. Also, for Scheduled Caste and Scheduled Tribe contractors, a 10% price preference is allowed, and they can be awarded the work if their tender is within 10% of the rate quoted by the lowest tenderer. The bidder also needs to submit details of existing commitments and ongoing works in SCHEDULE-G, which includes the value

Costs

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BOQ Items

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Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per approved drawing and technical specifications as per Section 900, Clause 501.8.3.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

3781.7

16

61679.53

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Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

1138.41

36

40994.14

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Construction of embankment with approved materials deposited at site from road-way cutting and foundation excavation of other structures with all lifts and leads, graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

2057

35

73640.6

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Construction of embankment with approved materials obtained from borrow pits by mechanical means, graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

22888.62

203

4661725.24

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Providing compacted shoulder with granular materials by using moorum of approved quality, watering and compacting with PRR to achieve the required density in OMC complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 408 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

1244.07

959

1193187.54

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Fine dressing, providing and laying turfing with live sods of perennial turf forming grass on embankment slope, verges or other locations including preparation of ground, fetching of sods with all lifts & leads upto 5 Km. and watering complete in all respect as per approved drawing and technical specifications as per Section 900 and Clause 307 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

31075.38

32

1021136.99

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Construction of granular subbase by providing close graded granular subbase Grading-VI material (hard granite crusherbroken) as per Table 400-2,satisfying all physical,chemical properties of Granular subbase material (road aggregate), spreading in uniform layer 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 denisity complete as per clause No.401 and section 900 of MoRT&H specification for Road & Bridge works(5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

411.21

2803

1152913.59

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Providing, filling Clean Sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

921.03

837

771040.26

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Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

3658.08

2906

10630819.45

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Providing and applying primer coat with medium setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @ 0.60 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

25779.36

35

918776.39

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Providing and applying Tack Coat with medium setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion @ 0.20 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

25779.36

12

328686.84

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Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 (VG-30) penetration grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder and filler, transporting the hot mix to works site, lying with 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 Clause No.106, 108, 111, 112, 501 & 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

1289

8288

10684250.31

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Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) penetration grade of bitumen, 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, Vibtratory and Tandem Rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

644.49

10490

6760777.44

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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse hard granite crusher broken aggregate (Using Branded Cement) and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per Table 600.1,cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7 days, mixed in a Batching Plant, transported to site, laid and compacting with vibratory roller, finishing and curing as per Clause 601 and section 900 of MoRT&H Specifications for Road & Bridge works(5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

36.45

4124

150355.16

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Construction of un-reinforced,dowel jointed, plain cement concrete pavement M-35 grade (using branded cement) over a prepared sub base using 43 grade Cement not less than @ 400kg / cum with 20mm and down grade hard granite (crusher broken) aggregate and fine aggregate conforming to IS 383) over a prepared sub base , mixed in concrete mixer as per approved mix design, transported to site, laid , spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, dowel bar, tie bars etc as required for the work, finishing to lines and grades as per drawing and as per Clause 602 and section 900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

435.9

7015

3058130.55

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Providing & fixing RCC M-15 grade (Using Branded Cement) Ordinary, 5th, 200m Km. Stone along with reinforcement for finished item of work as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing, lettering and painting as per approved drawing and technical specification complete in all respect as per Clause No. 805 & Section 800, 900, 1000, 1500, 1600, 1700 of MoRT&H specification for road & bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

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a) Hectometer Stone i.e 200m

25

719

17989

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b) Ordinary Km Stone

6

2484

14906.58

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c) 5th Km Stone

1

4132

4132.73

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Providing road marking with Hot Applied Thermoplastic Compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

2087

278

581500.81

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Providing and fixing of Retro-Reflectorised Cautionary, Mandatory and Informatory Sign Board as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

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i) 45cm x 60cm Route Marker Sign

12

5053

60637.92

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ii) 90cm Triangular

40

5513

220529.2

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iii) 60cm Circular

40

5159

206397.2

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iv) 90 cm Height Octagon

12

8346

100153.08

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Providing and fixing R.C.C. (M-15) (using Branded Cement) Guard Posts of 1.00metre height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

240

417

100245.6

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Earthwork in excavation of foundation of structures in soil by mechanical means including setting out, Construction of sharing and bracing, removal of stumps and other deleterious Materials dressing of sides & bottom and backfilling with approved material complete in all respect as per approved drawing and technical specifications as per Clause 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

2268.65

91

207173.12

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Providing and laying Plain cement concrete of grade M-15 (Using Branded Cement) in foundation for levelling course in Box cell culvert, HP culvert, drain etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 with formwork as per Section 900,1000,1500,1700 & 2100 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

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-

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a) Foundation for Drain

242

5815

1407268.72

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b) Foundation for Toe wall, Retaining Wall

81.57

5691

464253.21

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Providing and laying Plain cement concrete of grade M-20 (Using Branded Cement) grade with 40mm and down grade hard granite (crusherbroken) aggregate in Toe wall of bridge work complete as per approved drawing and technical specification complete in all respect using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 as per Section 900,1000,1500,1700, 2100 & 2200 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including centering and shuttering, cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

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-

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a) Substructure of Toe wall

85.29

6347

541368.89

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Providing and laying Reinforced cement concrete of grade M-20 (Using Branded Cement) with 20mm and down grade hard granite (crusher broken) aggregate and fine aggregate conforming to IS 383 and table 1000-1 in Box Cell Culvert, Drain, Retaining wall etc as per drawing and technical specification using High Strength approved quality Cement with formwork as per Section 900,1000,1500,1700 & 2200, 2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including centering, shuttering, cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

-

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-

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a) Drain Bed

266.2

6446

1716013.05

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Providing Weep Holes in abutment, wing wall, retaining wall, toe wall and RCC drain etc with 100mm dia A.C. pipe as per approved drawing and technical specifications complete in all respect as per Section 2200 & Clause 2706 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

242.7

91

22151.23

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Providing and laying of Metal Spall Backing in the rear side of abutment and wing wall using 45mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504 and Section 900, 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

6.48

3280

21254.59

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Back filling behind abutment, wing wall and return wall with excavated earth etc. complete as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

429.86

60

26169.88

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Providing R.C.C M-25 grade (Using Branded Cement) with 20mm and down grade hard granite (crusher broken) aggregate and fine aggregate conforming to IS 383) in abutment, wing wall/ return walll, pier,dirt wall, etc. of C.D. works / Box Cell Culverts as per approved drawing and Section 900,1000,1500,1700,2100,2200, 2300 of MoRT&H Specifications for Road & Bridge works (5th Revision) including dewatering, centering and shuttering, cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.

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-

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a) Foundation of Retaining Wall

248.4

6863

1704940.6

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b) Sub Structure Retaining Wall

238.63

11513

2747538.09

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Providing and laying of Filter Media with stone crushed aggregates(black hard granite (crusher broken) aggregate) of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRT&H 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 section no 900,2500 of MoRT&H specification for Road & Bridge works (5th Revision).including cost, conveyance, taxes,cess, royalties of all materials, cost of labour, T&P required for the work etc. complete as per specification & direction of the Engineer - in- Charge

220.8

3280

724230.62

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Supplying steel i.e. Tor Steel / HYSD Bars conforming IS-1786 including straightening, cutting, bending, binding, welding and jointing if necessary and tying the grills and placing in position as required for R.C.C. Work and providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors with labour cess etc. (Linear measurement will be taken and quantity will be calculated on standard weight of tor steel / HYSD bars for all heights) complete as per specification & direction of Engineer-in-charge.

48.7

88687

4319085.15



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