Works Department Tender

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Works Department - EICCL Tender

Civil And Construction
Road Construction
Eprocure
Opening Date5 Apr 2023
Closing Date19 Apr 2023
Tender Amount₹ 6,03,75,000 
Notes
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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.

4422

89899

20.33

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Providing compacted shoulder with Slag 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.

1867.47

984343

527.1

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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.

5407.07

8764644

1620.96

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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.

36756.5

996468

27.11

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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.

61656.5

589436

9.56

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Providing & laying compacted Bituminous Macadam (Grading-II ) using 60/70 (V6-30) penetration grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix 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, 503 , 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.

2248.52

14824222

6592.88

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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, @ 5.00 KG by weight of total mix and filler transporting the hot mix to work site, laying with a Hydrostatic Paver Finisher with Sensor Control to the required grade, level and alignment, rolling with Smooth Wheeled, 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.

1459.52

13760631

9428.19

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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.

5278.57

109477

20.74

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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.

16979.32

2324978

136.93

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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.

3073.5

1194792

388.74

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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.

40200

712746

17.73

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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.

304.59

58709

192.75

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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, Toe wall, Box Cuvert-Base Slab, Key, Return wall

172.52

822882

4769.78

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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) Foundation of Drain Bed, Retaining wall

195

956215

4903.67

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b) Sub-structure of Drain Wall, Retaining wall, Pipe Culvert- Head Wall,

318.8

2147803

6737.15

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c) Drain Slab

62.5

371480

5943.69

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Supplying steel i.e. Tor Steel / HYSD Bars from primary producer of SAIL / Tiscon / RINL / JINDAL STEEL / SHYAM STEEL make (grade Fe-500D) 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.

47.52

4350646

91554

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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.

284.36

24710

86.9

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Providing and laying Plain cement concrete (1:3:6) (Using Branded Cement) in foundation (Lean concrete in Drain & Toe wall) as per drawing and technical specification using approved quality Cement and hard granite stone crushed metal of 40mm nominal size with formwork as per Section 900,1000,1700 & 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.

82.4

417795

5070.33

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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.

240

259032

1079.3

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Providing P.C.C M-15 (Using Branded Cement) grade with 40mm and down grade hard granite (crusherbroken) aggregate including hoisting and laying in open foundation/substructure of Abutment,Pier,Wing wall/ Return wall, Cutoff wall,Rigid Apron etc. of C.D. work or in places as shown in the drawing as per approved drawing & section 900,1000,1500, 1700,2100,2200,2300 of MoRT&H specification 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) Sub Structure of Toe wall, Pipe Culvert, Box-Culvert-Curtain wall

444.21

2141980

4822

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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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-

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i) 90 cm equilateral triangle

15

77275

5151.72

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ii) 80cm x 60 cm Rectangular

10

60972

6097.23

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iii) 60 cm circular

8

37444

4680.5

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iv) 80cm x 60 cm Rectangular

10

46275

4627.58

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v) 90 cm Height Octagon

4

29476

7369.23

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Providing and erecting direction and place identification retro-reflectorised sign 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, 2mm thick with area not exceeding 0.9 Sqm 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-15 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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-

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a) Up to 0.90 Sqm

4.05

42042

10380.89

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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.

1638.33

505359

308.46

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Providing and fixing R.C.C. (1:2:4) (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.

480

253051

527.19

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Providing & fixing RCC M-15 grade (Using Branded Cement) Ordinary 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) Ordinary Km Stone

5

9847

1969.41

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b) 5th Km Stone

2

6519

3259.9

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Painting two coats with Synthetic Enamel Paint of approved quality and shade on any elevation, kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 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.

64

4336

67.76

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Providing and fixing of Reflective Pavement Marker (Road Stud) 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 etc. finisheditem of work as per technical specifications complete in all respect as per Section 800 and Clause 804 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.

4202.4

936000

222.73

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Dismantling of Cement Concrete Grade M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres etc. complete as per Clause No. 202 of Section 200 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.

111.4

50631

454.5

... More
Removing all type of Hume Pipes upto 600mm dia and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material as per Clause 202 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.

-

-

-

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a) Up to 900mm dia

30

8486

282.88

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Providing & Laying of NP4 Hume pipe of following diameters for pipe culverts as per approved drawing and technical specifications as per Section 2900 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.

-

-

-

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a) 900 mm Φ HP

12.5

53259

4260.77

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b) 1200 mm Φ HP

25

225937

9037.48

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Rough stone dry packing in Aprons and Revetments and Stone Pitching in slopes etc with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, & 2500 and Clause 2504 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.

253.15

407432

1609.45

... More
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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a) Foundation of Key, Raft, Return wall

77.7

402994

5186.55

... More
b) Sub Structure Box Wall, Hunch, Return wall

66.22

507504

7663.92

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c) Super Structure Deck Slab

7.15

44312

6197.59

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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

47.33

95403

2015.71

... More
Construction of Reinforced cement concrete crash barrier of M-40 grade (Using Branded Cement) with HYSD reinforcement confirming to IRC-21 and dowel bars 25mm dia, 450mm long at expnasion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure of MOST Circular No. RW-NH-33022-1-94-DO-III dtd.24 June 1994 as per dimension in the approved drawing and location as per Clause 811 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.

41.28

130059

3150.66

... More
Gravel backing to Aprons, Revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 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.

15.43

9239

598.79

... More
Providing and laying R.C.C M-30 grade in Wearing Coat excluding cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500,1600, 1700, 2200 & 2700 and clause no. 2702 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.

0.84

9422

11216.81

... More
Providing and fixing Drainage Spouts in deck slab with 1.00m long and 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 2700 & Clause 2705 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.

12

10046

837.23

... More
Providing Premoulded Joint filler 25 mm thick (Bitumenous expansion joint board(I.S.I))for expansion joint as per approved drawing and technical specifications as per Section 2600 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.

15.92

17835

1120.33

... More
Dismantling of Prestressed/ RCC structure of grade M-20 & above including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per as per Clause 202 of Technical Specification for road & bridge work of MORT&H (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.

41.28

52988

1283.63



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