Works Department Tender
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Costs
EMD
₹ 7,70,500Document Cost
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Refer Documents
Description
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Contact
Tender Id
2020_EICCL_60748_3Bid Award Id
ViewTender No
S.E.J.C R AND B 12/2019-20Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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BOQ Items
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.
9647.36
-
42.28
5. 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.
8254.86
-
20.65
6. 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
436.86
-
380.12
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.
1942.71
-
1776.74
8. 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.
9997.15
-
1670.19
9. 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.
47283.32
-
19.67
10. 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.
47283.32
-
7.28
11. 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.
2364.17
-
5269.1
12. 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.
1182.09
-
6678.65
13. 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.
4170.34
-
55.2
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.
28868.43
-
128.7
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.
31138.52
-
16.86
16. Plain cement concrete (1:3:6) Nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed placed in foundation and compacted by vibration including curring for 14 days 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
403.87
-
4194.31
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).
2861.04
-
388.28
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.
-
-
-
a) 80x60 cm Rectangularsize.
22
-
4981.86
b. Route marker sign 600 mmx 450mm rectangular
20
-
3541.03
c. Cautionary sign 900mm side equilateral triangular
20
-
4089.91
d) 60cm Circular size.
20
-
3630.22
e) Chevron 60x50 cm Rectangular size.
20
-
3599.58
f) Hazard Marker ( 30x90 cm) Rectangular size.
4
-
3541.03
g) 90 cm size Octagon
10
-
6299.22
19. 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 )
-
-
-
a.5th Km stone
1
-
2913.22
b.Ordinary Km stone.
5
-
1753.64
c.Providing and fixing of Hectometer stone i.e 200m stone
27
-
500.25
20. 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)
368
-
296.39
21. 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.
-
-
-
a) For Foundation
971.33
-
3997.52
b) For Sub-Structure
108.02
-
4221.79
22. 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.
-
-
-
a) 900 mm Φ NP4
60
-
5653.54
b) 1000 mm Φ NP4
87.5
-
9224.69
23. Providing and applying 2 coats of water based cement paint to unplastered concrete surface over a coat of cement wash after cleaning the surface of dirt dust, oil grease efflorescence and applying paint @ 1 Ltr for 2 sqm complete as per direction of Engineer-in-Charge.
210.65
-
45.7
24. Dismantling of existing structures Prestressed/ RCC Structures like bridges of M-15 OR M20 Grade 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.
129.35
-
412.22
25. 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.
-
-
-
a. Upto 600 mm dia
25
-
188.22
b. Above 600 mm dia
45
-
253.27
26. 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
-
-
-
a) In Foundation
1718.14
-
4650.7
b) In Sub-structure
162.43
-
7622.63
c) In Super-structure
63.5
-
7083.07
d)Drain Wall
383.04
-
5960.63
e)Cover Slab
105.34
-
4803.61
27. 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.
9.6
-
4943.8
28. Providing and laying flooring complete as per drawing and technical specifications laid over cement concrete bedding (150 mm thick flat stone aprons embeded 3000 mm thick concrete in m-15 with crushed stone aggregates) as per approved Drawing & Technical Specifications for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge.
19.24
-
3123.46
29. 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.
12
-
782.35
30. 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.
1098.66
-
6303.76
31. Providing, fitting and fixing 25mm thick bituminious expansion joint board in expansion joint of slab and culvert finished item of work as per section 900, 2600 of MORT&H Specifications for Road & Bridge works (5th Revision) and direction of the Engineer-in-Charge.
42.37
-
1316.25
32. Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate (45mm size) to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of CD works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. ( such as back side of box wall & wing wall)
171.35
-
2072.43
33. 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.
31.82
-
608.72
34. 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.
102.27
-
1411.77
35. 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.
1663.69
-
28.19
36. 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.
777
-
84.92
37. Grouting aprons and revetments of 23cm deep with cement concrete (1:4:8) using 2.5cm size hard crusher broken coarse aggregates as per approved Drawing & Technical Specifications for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge.
212.11
-
223.65
38. Providing & fixing cats Eye/ Raised pavement marker (nmc) nails made out of Acrylic strene- Acrylonitri of hi impact polysterene fitted with moulded of methylate reflector cube corner reflector design filled with tightly adhering potting compound as per ASTM S 788 size etc including all materials, T&P required for the work complete for the finished item of work as per technical specifications as per MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
778
-
246.4
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