Works Department Tender

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Works Department - EICCL Tender

Civil Works Roads
Eprocure
Opening Date23 Mar 2020
Closing Date13 May 2020
Tender Amount₹ 6,91,76,085 
This is an estimated amount, exact amount may vary.
Notes
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Costs

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4. Earth work in excavation in all kinds of soil for road works as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required complete in all respect as per clause 301 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge.

6043.09

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42.28

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5. Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

5258.62

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55.2

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6. Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

7938.98

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20.65

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7. Providing and laying Granular Sub-base of Grade-IV stone screening materials as per approved drawing and technical specifications as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

8772.49

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1526.44

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08. Providing Close graded granular Sub-base with Grading –VI stone screening materials as per approved drawing and technical specifications as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)

3284.25

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1352.97

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9. Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

12307.3

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1481.65

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10. Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

55167.5

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19.41

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11. Providing and applying tack coat on the prepared bituminous surface with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

55167.5

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7.19

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12. Providing & laying 50 mm av. thick compacted Bituminous Macadam (Grading-II ) using 60/70 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 compacting 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 of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

2758.38

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5144.27

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13. Providing and laying 25 mm av. thick compacted Semi Dense Bituminous Concrete (Grading-II) using 60/70 grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5 per cent of 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, vibratory and tandem rollers to achieve the desired compaction as per clause No.501, 508 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (4th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

1379.19

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6592.76

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14. Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet required density etc complete as per Clause No.305 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

26230.22

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128.7

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15. Fine dressing and turfing the road side slopes with compact grass including cost, conveyance, of materials, labour and T&P required for the work etc. complete in all respect as per the specification and direction of the Engineer-In-Charge.

37800

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16.86

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16. RCC M-15 grade kilometre stone of standard design as per IRC :8 - 1980, fixing in position including painting and printing etc a per clause 804 of MoRT & H specifications for Road & Bridge works ( 5th rivision )

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a.Providing and fixing of Hectometer stone i.e 200m stone

41

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484.99

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b.Ordinary Km stone.

8

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1662.29

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c.5th Km stone

3

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2701.48

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17. Providing road marking with Hot applied thermoplastic compound 2.5mm thick including reflecterising glass beads @ 250 grams per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC - 35 and as per Clause - 803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to 803.8 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

726.95

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388.28

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18. Providing and fixing of retro-reflectorised cautionary, mandatory and informatory 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, 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-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

-

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-

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a.Directional/Place Identification signs (1500x900mm)

10

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8164.25

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b. Route marker sign 600 mmx 450mm rectangular

30

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3361.07

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c. Cautionary sign 900mm side equilateral triangular

54

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3869.22

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19. Providing and fixing of R.C.C M-15 guard post of 1.0m height and of size 15cm External diameter at top and 25cm External diameter at bottom with base of 30cm x 30cm x 10 cm thick as per IRC Specifications for finished item of work as per Section 1500, 1600 & 1700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)

520

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298.41

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20. Filling foundation and plinth with excavated earth ramming etc complete as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision) complete in all respect & as per direction of the Engineer-in-Charge.

839.28

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28.19

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21. Providing Sand filling in foundation of structures as per approved drawing and technical specifications as per Section 300 &2100 of MoSRT&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

571

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416.48

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22. Providing P.C.C M-15 grade with 40mm and down grade black hard granite (crusherbroken) aggregate including hoisting and laying in open foundation/substructure of cutoff wall,rigid apron ,retaining wall,toe wall,drain,head wall of C.D. work or in places as shown in the drawing as per approved drawing & section 1500, 1700,2100,2200,2300 of MoSRT&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) Levelling Course

35.22

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3826.61

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b) For Foundation

224.04

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3775.64

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c) For Sub-Structure

1114.72

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3979.52

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23. P.C.C. M-20 Grade in foundation bed with formwork of structure & CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete in all respect and as per direction of the Engineer-in-charge.

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a) In Foundation

150.64

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4387.17

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b) In Sub-structure

95.46

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5847.65

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24. Providing P.C.C M-15 grade with 40mm and down grade black hard granite (crusherbroken) aggregate including hoisting and laying in open foundation/substructure of cutoff wall,rigid apron ,retaining wall,toe wall,drain,head wall of C.D. work or in places as shown in the drawing as per approved drawing & section 1500, 1700,2100,2200,2300 of MoSRT&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.

100.1

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3739.65

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25. Reinforced Cement Concrete M-20 complete as per Drawing and Technical Specifications. stone chips including hoisting and laying including cost, conveyance taxes of all materials, labour T&P required for the work etc. complete as per specification and direction of the Engineer-in-charge

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a) In Foundation

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4564.28

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b) In Sub-structure

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6024.76

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c) In Super-structure

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6036.83

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d)Drain Raft

122.85

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4564.28

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e)Drain Wall

163.8

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5532.71

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f)Cover Slab

81.9

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5206.5

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26. Providing R.C.C M-30 grade Wearing coat as per approved drawing and technical specifications as per Section 1000, 1500, 1700 , 2200 & 2300 of MORT & H Specifications for Road & Bridge works (5th Revision) including cost of reinforcement in all respect and as per direction of the Engineer-in-charge.

5.1

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9557.57

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27. Steel reinforcement works in all work using HYSD (uncoated reinforcement bars of Fe-500 grade) as per approved Drawing & Technical Specifications and as per Section -1600 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete.

229.74

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6181.86

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28. Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

15.28

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1571.38

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29. Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

823.77

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1407.82

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30. Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications as per Section 900, 1000 & 2500 (Clause 2504.2.2) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

315.02

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608.72

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31. Providing, Fitting & Fixing of Drainage Spouts in Deck slab as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete.

8

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712.88

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32. Providing weep holes in abutment and retaining wall of CD works etc with 100mm dia A.C. pipe as per approved drawing and technical specifications as per Section 2200, 2700 (Clause 2706) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

556.4

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88.29

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33. Providing, laying and fixing in position reinforced cement concrete 1000mm dia NP4 hume pipes for culverts on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

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a) 1000 mm Φ NP4

175

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6895.2

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b) 900 mm Φ NP4

50

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5496.35

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34. Painting two coats with synthetic enamel paint over a coat of priming of approved quality and shade over concrete surface of approved quality at any elevation on kerb and guard posts etc including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

433.94

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116.79

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35. Dismantling Rubble stone masonry in cement mortar 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 directed by the Engineer-In -Charge.

144.43

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267.49

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36. Dismantling of existing structures Prestressed/ RCC Structures like bridges comprising of flexible pavement/ granular pavement/ PCC Structure/ RCC structure/ stone pitching/ dry stone spalls/ R.R. masonry by Mechanical/manual Means 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 202.2 of Technical Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge.

22.05

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412.22

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37. Removing all types of hume pipe upto including earthwork and dismantling of masonry works including T&P and scaffolding whenever necessary, sorting the dismantling materials, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead upto 1000 mtr. as per Clause No.202 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

70

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188.22



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