Works Department Tender
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Works Department Tender
Civil Works
Eprocure
Opening Date25 May 2020
Closing Date10 Jun 2020
Tender Amount₹ 14,77,14,669
Costs
EMD
₹ 14,91,300Document Cost
₹ 10,000Tender Fee
₹ 10,000
Description
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Contact
Tender Id
2020_EICCL_61203_7Bid Award Id
ViewTender No
CE-WBP(O)-01/2020-21Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
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Documents
BOQ Items
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Loosening, leveling and compacting original ground supporting embankment as per Clause 305.3.4 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
16557.5
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Scarifying the existing bituminous road surface as per technical specifications as per Clause 501.8.3.2 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
47599.2
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Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per technical specifications as per Clause 501.8.3.2 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
47599.2
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Providing sand core in road embankment as sub-grade and compacted as per approved drawing and technical specifications including cost, conveyance, royalties and taxes of all materials, cost of all labour, T&P required for the work complete for finished item of work as per direction of the Engineer-in-charge
10840.59
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Providing coarse-graded granular Sub-base with Grading – IV stone screening materials as per approved drawing and technical specifications as per Clause 401 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
5889.29
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Providing Wet Mix Macadam base coarse as per approved drawing and technical specifications as per Clause 406 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
15094.91
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Providing primer coat on the prepared surface with slow setting bitumen emulsion as per Clause 502 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
83505.54
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Providing and applying tack coat with rapid setting bitumen emulsion as per Clause 503 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
83505.54
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Providing Bituminous Macadam using crushed stone Grading-II materials and VG-30 bitumen as per Clause 504 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
4175.28
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Providing Semi Dense Bituminous Concrete using crushed stone Grading-II materials and VG-30 bitumen as per Clause 508 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
2087.64
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Earthwork in embankment with excavated earth obtained from roadway cutting as per approved drawing and technical specifications as per Clause 305 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
10342.67
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Earthwork in embankment with earth obtained from borrow pits by mechanical means as per approved drawing and technical specifications as per Clause 305 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
72309.58
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Turfing the slopes of embankment with compact turf grass as per approved drawing and technical specifications as per Clause 307 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
54060
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Providing dry lean cement concrete sub-base for cement concrete pavement using concrete mixer placing and leveling in hand guided semi mechanism method and finishing in accordance with Section 601 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
330.62
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement mix over a prepared sub base with 43/53 grade cement @ 400 kg/cum , coarse and fine agggregate confirming to IS 383 , maximum size of coarse aggregate not exceeding 25 mm , mixed by adopting hand guided semi mechanised method as per approved mix design transported to site ,laid with a fixed form, spread, compacted and finished in a continous operation including provision of contration, expansion,construction and longitudinal joints, joint filler,separation membrane, sealant primer,joint sealant, debonding strip, dowel bar,tie rod, admixture as approved ,curing compund ,finishing lines and grades as per drawing and design complete etc & as per clause 602 of MoRT&H Specifications for Road & Bridge works (Latest Revision) and as per direction of Engineer-in-charge.
1113.02
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PCC M15 Grade in Toe wall, slab culvert as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
2865.47
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PCC M15 Grade in curtain wall as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
546.86
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PCC M15 Grade in levelling course as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)
1108.14
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PCC M20 Grade in shoulder of road work as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
313.88
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RCC M20 Grade in foundation bed of CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
31.09
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RCC M20 Grade in sub structure of CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
41.33
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RCC M15 Grade in wall of deep drain in foundation as per approved drawing and technical specifications as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
89.82
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RCC M20 Grade in cover slab of deep drain as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
49.9
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R.C.C M25 grade in foundation of CD works as per approved drawing and technical specification as per Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
573.7
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R.C.C M25 grade in Sub structure of CD works as per approved drawing and technical specification as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
691.54
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R.C.C. M25 grade in super structure of CD works as per approved drawing and technical specifications as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
168.63
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R.C.C. M25 grade in super structure in slab culvert as per approved drawing and technical specifications as per Section 1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
11.6
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R.C.C M30 grade in two tier railing of CD works as per approved drawing and technical specifications as per Section 1500, 1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
78.44
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R.C.C. M30 grade in wearing coat including cost of reinforcement in Box culvert as per approved drawing and technical specifications as per Section 1500, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
21.15
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Supplying, fitting and placing of uncoated Steel reinforcement works using TMT high strength deformed Steel Bars EQR-500 as per IS 1786 as per approved drawing and technical specifications as per Section 1600 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
125.62
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Providing weep holes as per approved drawing and technical specifications as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
1621.19
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Gravel backing to revetments as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
308.19
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Providing rough stone dry packing/ pitching with Random Rubble hard granite stone 30 cm and above size as per approved drawing & technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
1303.41
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Providing and laying of filter media in structures with stone crushed aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specification to a thickness of not less than 600mm 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 technical specification.
285.6
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Providing road marking with Hot applied thermoplastic compound 2.5 mm 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 MoRT&H Specifications for Road & Bridge works (Latest Revision).
558.32
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Providing and fixing of R.C.C M-15 Grade using 7.5 kg of steel guard post of 1.0m height and of size 15cm External diameter as per IRC Specifications for finished item of work as per Section 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
1780
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Providing 5th kilometre stone (precast) in RCC M-15 grade of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per Clause 804 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
3
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Providing ordinary kilometre stone (precast) in RCC M-15 grade of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per Clause 804 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
14
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Providing hectometer stone (precast) in RCC M-15 grade of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per Clause 804 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
68
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RCC M15 Grade in Boundary piller as per approved drawing and technical specifications as per Section 1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
136
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Painting two coats with enamel paint over a coat of primer of approved shade for finished item of work of CD works including cost of all materials and labour etc as per the direction of Engineer-in-Charge.
198.18
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Removing Hume pipe upto 600mm diameter including earthwork and dismantling of masonry work including T&P and scaffolding wherever necessary sorting the dismentaling materials disposal of unserviceable materials and stacking the servicable materials with all lifts & leads as per Clause 202 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
52.5
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Removing Hume pipe above 600mm diameter & upto 900mm diameter including earthwork and dismantling of masonry work including T&P and scaffolding wherever necessary sorting the dismentaling materials disposal of unserviceable materials and stacking the servicable materials with all lifts & leads as per Clause 202 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
285
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Removing Hume pipe above 900mm diameter including earthwork and dismantling of masonry work including T&P and scaffolding wherever necessary sorting the dismentaling materials disposal of unserviceable materials and stacking the servicable materials with all lifts & leads as per Clause 202 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
135
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Metal spall backing with Hand Broken Hard Granite metal 63mm size in the rear side of abutment and wing wall as per approved drawing and technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
478.92
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Labour for reuse of rough stone dry packing / pitching with available Random Rubble hard granite stone with T&P machinaries required as per approved drawing & technical specifications as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
40.48
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Filling foundation and plinth with evavated materials with compaction by water for finished item of work etc complete as per direction of Engineer-in-Charge.
519.89
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Providing and fixing in position 25mm thick premoulded joint filler board of approved branch and approved quality in expansion joint for fixed ends of simply supported spans for finished item of work as per approved drawing and technical specifications as per Section 2600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)
9
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Providing fixing and laying Tar Paper in structures for finished item of work as per the direction of Engineer-in-Charge.
13.2
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Dismantling of R.R. Stone mesonary in cement motor including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking serviceable material with all lifts and lead of 1000meter as per Clause 202 of MoRT&H Specifications for Road & Bridge works (Latest Revision) .
135
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Dismantling / pre-stressed / Reinforced cement concrete of M-20 Grade & 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 meters as per Clause 202 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
40.5
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Dismantling of cement concrete grade of M-15 and M20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking serviceable material with all lifts and lead of 1000meter as per Clause 202 of MoRT&H Specifications for Road & Bridge works (Latest Revision) .
2117.56
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Providing and erecting direction and place identification of retro – reflective cautionary, facility sign, directional / place indication sign board, advance sign board mandatory & informatory sign boards as per IRC – 67 made of high intensity grade sheeting vide Clause 801.3, fixed over aluminum sheeting 2mm thick with area not exceeding 0.90 sqm supported on a mild steel angle iron post 75 x 75 x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade of cement concrete 45 cm x 45cm x 60 cm, 60cm below ground level as per approved drawing to a finished item of work as per direction of Engineer-in-Charge.
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a) Advance directional / Destination / Place Indication sign board (1800x1200mm) above 0.90 sqm size
17.28
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b) Advance directional / Destination / Place Indication sign board (1200x700mm) below 0.90 sqm size
18.48
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c) Facility information Rectangular sign board (800x600mm)
44
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d) Route marker rectangular sing board (450mx600mm)
30
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e) Cautionary sign board equilateral triangle (900mm side)
52
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f) Mandatory Circular sign board (600mm dia)
40
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g) Mandatory Octagon sign board (900mm height)
16
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Providing and Laying of NP4 Hume pipe of 900mm diameter for pipe culverts as per approved drawing and technical specifications as per Section 2900 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
87.5
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Providing and Laying of NP4 Hume pipe of 1000mm diameter for pipe culverts as per approved drawing and technical specifications as per Section 2900 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
162.5
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Providing and Laying of NP4 Hume pipe of 1200mm diameter for pipe culverts as per approved drawing and technical specifications as per Section 2900 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
440
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Providing & fixing drainage spout in deck slab as per approved drawing and technical specifications as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision)
50.5
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