Works Department Tender
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Works Department - EICCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Oct 2022
Closing Date1 Nov 2022
Tender AmountRefer Documents
Costs
EMD
Refer DocumentsDocument Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_EICCL_82109_2Bid Award Id
ViewTender No
C.C.E.J.C R AND B 09/2022-23Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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BOQ Items
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.
2203.65
-
20.72
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.
5648.04
-
20.77
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.
50014.46
-
129.04
Providing, filling clean sand of approved quality in foundation trenches of structures as per approved drawing and technical specifications as per Section 900, 2100, Clause 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
626.16
-
340.51
Construction of granular sub-base by providing close grade granular sub-base grading-VI material , spreading in uniform layers 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 density complete as per clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.
5692.11
-
1481.21
Scarifying the existing bituminous road surface to a Required depth by mechanical means and disposal of scarified material within initial lifts and lead upto 100 mtr. away from the work site as per clause 305.4.3, 305.8,305.9.6,501.8.3.2,501.8.7.2,501.8.8.1 and section 900 ofspecification for Road and Bridge Work of MORT&H(5th revision) complete as per the direction of the Engineer-In-Charge.
5680.5
-
3.59
Re-working the scarified the bituminous surface suitable after supplementing the base materials with sand and compacting finishing surface as per clause -501.8.3.2 of MoRTH specification for Road & Bridge Work (5th Revision)
9467.5
-
7.86
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.
4970.44
-
1618.76
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.
19881.75
-
26.36
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.
19881.75
-
9.31
Providing and laying Dense Graded Bituminous macadam with hot mix plant grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 507 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) as per direction of Engineer-in-Charge.
994.09
-
8269.2
Providing and laying Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-Charge.
596.45
-
9090.6
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.
8115
-
17.55
Providing and laying compacted granular materials over shoulder/ Road surface by using moorum having required PI value with sand admixture if required as per approved drawing & technical specification and as per clause 407 of MoRT&H specification for road and bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge
2028.8
-
641.24
Supplying Fitting Fixing of 15 cm dia 1 mt long guard posts of RCC 1:2:4 using 3.5 kg of steel for each guard post with BHG chips including cost of all reinforcement material centering shuttering etc complete in all respect and as per direction of the Engineer-in-charge
1440
-
379.25
Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense 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 Both side @18.0 m C/C complete as per the direction of Engineer-In -Charge.
410
-
222.55
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).
693.3
-
308.45
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) 90 cm equilateral triangle Cautionary Sign boards
20
-
4946.63
b) 60 cm equilateral triangle Cautionary Sign boards
20
-
3595.32
c) 60cm Circular size.
20
-
4475.32
d) 80x60 cm Rectangularsize.
20
-
5840.57
d) 50x60 cm Rectangularsize.
14
-
4593.21
e) Direction & Place indentification signs size upto 0.90 sqm
9
-
10625.87
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 ) complete in all respect and as per direction of the Engineer-in-charge
-
-
-
a. Providing and fixing of Hectometer stone i.e 200m stone
11
-
551.43
b. Ordinary Km stone.
2
-
1798.83
c. 5th Km stone
1
-
2988.12
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. Bed concrete
361.16
-
3996.5
b. For Sub-Structure
1410.42
-
4103.86
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
72
-
4731.94
b)Sub-Structure (Drain Wall)
108
-
5731.24
c) Super Structure (Drain Slab)
48
-
5378.85
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.
513
-
86.1
Providing, laying and fixing in position reinforced cement concrete 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) 1000 mm Φ NP4
200
-
7131.28
Providing and laying Reinforced cement concrete of grade M-25 in foundation, Sub-structure and super structure of CD work etc 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 & 2200 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)In Foundation
95.4
-
5079.76
b) Sub-Structure (Retaining Wall)
97.2
-
7848.97
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.
27.6
-
643.2
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.
123.9
-
1360.26
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)
263.34
-
1971.5
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.
29.09
-
86443.04
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.
664.5
-
28.31
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 and as per direction of Engineer-in-Charge.
178.5
-
240.31
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.
-
-
-
Above 600 mm dia
60
-
276.96
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