Works Department Tender
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Costs
EMD
₹ 20,84,900Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement Such As Widening And Strengthening Of Road From Fasimal To Chakuliabahal
Description
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Contact
Tender Id
2024_EICCL_108479_2Tender No
CE-BRIDGES-11/2024-25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.odisha.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Dismantling Prestressed / Reinforcement cement concrete of grade M-20 and above including T&P and scaffolding wherever necessary, sorting the dismantled materials disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m etc.complete as per Clause -202 of MoRT&H Specifications for Road & Bridge works (5th Revision).(By Manual Means)
8.25
1757
14502.68
... More
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.
330
285
94129.2
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete.
19443.27
74
1452801.13
... More
Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing andtechnical specifications complete in all respect as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
5699.4
36
205235.39
... More
Construction of granular Sub-base by providing Close graded Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom 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 MoSRT&H Specifications for road & Bridge works(5th. Revision) .
4643.14
2089
9701098.13
... More
Providing dry lean cement concrete sub-base by with coarse and fine aggregates conforming to I:S 383, the size of coarse aggregate not exceeding 25mm , aggregate cement ratio not to exceed 15:1, aggregate gradation as per table 600-1, cement content not to be less than 150 Kg/Cum, mixing in concrete mixers with weigh batcher and transporting to work site, laying, spreading and compacting with PRR to the required thickness, finishing and curing as per approved drawing and specification complete in all respect as per Section 900 & Clause 601 of MoRT&H Specifications for Road and Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
3117.43
4290
13375208.72
... More
Providing un-reinforced, dowel jointed cement concrete pavement over a prepared sub base as per approved mix design, using 43grade cement not less than 400kg/cum, coarse and fine aggregates conforming to I:S 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip from paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler,separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawing and technical specification complete in all respect as per Section 900 & Clause 602 of MoRT&H Specifications for Road and Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
13228.6
7862
104011454.93
... More
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 complete in all respect as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
18150.68
35
649975.85
... More
Providing compacted granular materials in shoulder by using moorum having required P.I. value spreading in uniform layers not exceeding 100mm in depth and compacting with smoth wheeled roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause - 407 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..
2843.7
631
1795881.86
... More
Earth work in embankment with approved materials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per Clause 305 of MoRT&H Specifications for Road & Bridge works (5th. Revision) complete including cost, conveyance, Royalities, Taxes of all materials, all labours, hire and running charges of all machineries,T&P ,sundries etc. complete as per spcification and direction of Engineer-in-Charge.
15569.85
203
3171111.35
... More
Fine dressing and providing, 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 and leads upto 5Km. 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 of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
37556
28
1076354.96
... More
Providing, filling clean sand of approved quality in road work 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 of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
707.1
2079
1470195.25
... More
Plain cement concrete M-15 nominal mix in foundation with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.
1081.69
5811
6285895.29
... More
Reinforce cement concrete M-20 nominal mix with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.
-
-
-
... More
Foundation
10
6685
66854.2
... More
Substructure
21
9036
189772.17
... More
Superstructure
15
8207
123114.15
... More
Supplying ,Cutting, Bending, Binding, Straightening, Placing HYSD bars confirming to grade I.S.1786-1985 (Fe-500) for steel reinforcement works for finished item of works as per drawing and technical specification and as per Section.900, 1000, 1600,2100, 2200 & 2300 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (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.
172.17
87113
14998245.21
... More
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 of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
365.88
93
34250.03
... More
P.C.C M-15 nominal mix with crushed stone aggregates 40mm nominal size mechanically mixed, placed infoundation and compacted by vibration including curing for 14 days. Including dewatering etc. including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1798.7
6306
11342961.94
... More
Reinforced cement concrete M-30 nominal (upto GL) with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 days with dewatering & form workas per section 1000 and 2100 of MoRT&H specification and direction of the Engineer-in-charge.
-
-
-
... More
Foundation
102.9
7071
727610.02
... More
Substructure
91
10131
921942.84
... More
Metal spall backing to weep holes of abutments, deep drain with HB stone aggregates of 50mm size including cost, conveyance, royality of all materials & cost of all labour etc complete as per approved Drawing & Technical Specifications and Clause -710.1.4 of IRC 78 & Clause - 2504.2 of MoRT&H Specifications for Road & Bridge works (5th Revision).
610.57
2052
1253304.83
... More
Providing & fixing RCC M-15 grade 5th Km. stone, Ordinary Km. stone and Hectometre 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 and lettering, 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 of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
-
-
-
... More
a) Ordinary KM Stone
8
2530
20243.28
... More
b) 5th KM Stone
1
4203
4203.18
... More
Providing & erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150mm x 75mm x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel part & filments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause-811 of MoRT&H Specifications for Road & Bridge works (5th Revision).
192.8
3856
743569.83
... More
Providing & fixing of RCC M-15 guard Post of 1.0m height and 15cm dia using 3.5kg steel reinforcement per each as per IRC:8-1980, fixing in position with painting & printing including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete Technical Specifications and Clause- 804 of MoRT&H Specifications for Road & Bridge works (5th Revision).
274
415
113745.62
... More
Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns 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 and 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
1101.65
2169
2389952.56
... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting vide Clause No. 801.3, 3mm/4mm thick alumunium composite material sheet depending on the size of sign fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing. The sign shall be maintanined as per Section 12 of IRC-67 of MoRT&H specification for road & bridge works (5th Revision) and as per direction of Engineer-in-Charge.
-
-
-
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(a) 1800mmx1200mm size board.
73.44
13032
957088.44
... More
(b) 90 cm equilateral triangle
8
5714
45713.28
... More
(c) 80 cm x 60 cm rectangular
32
6773
216751.36
... More
(d) 60 cm equilateral triangle
56
4112
230319.6
... More
(e) 60 cm circular
56
5155
288722
... More
(f) 90 cm x 30 cm rectangular
72
5049
363528
... More
(g) 90 cm Octagon
8
8350
66801.2
... More
(h) 60 cm x 45 cm rectangular
112
5049
565488
... More
Laying Reinforced cement concrete pipe 1000mm dia NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per direction of Engineer-in-Charge.
160
8226
1316219.2
... More
Laying Reinforced cement concrete pipe 1200mm dia NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per direction of Engineer-in-Charge.
100
10643
1064324
... 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 of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
106.51
947
100964.02
... More
Reinforced cement concrete M-25 nominal mix with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge
-
-
-
... More
R C C M-25 in foundation
885.6
7024
6221012.33
... More
R C C M-25 in wall
424.12
11064
4692786.01
... More
RCC M-25Super Structure
522.58
8662
4526645.44
... More
R.C.C. M-25 grade in Road Kerb / Dirt Wall / Wing wall of Culvert as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
5.43
10096
54824.54
... More
R.C.C. M-30 grade in wearing coat including steel of C.D. work with form work using 20mm 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, 1600, 1700 & 2700 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.
48.75
13559
661026.11
... More
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.
205.9
82
17029.99
... More
Providing and fixing drainage spouts in deck slab with 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 900 & Clause 2705 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
60
1026
61584.6
... More
Cement painting two coats over a coat of cement wash of approved shade for finished item of work including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
233.8
58
13670.29
... More
R.C.C. M-30 grade in Railing of Culvert / Bridge for rails panel in 2 ties as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).
110.02
1743
191841.87
... More
Maintenance for fourth year
-
-
-
... More
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete.
9389
8
77647.03
... More
Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works (5th Revision).
2065.58
203
420696.68
... More
Providing compacted granular materials in shoulder by using moorum having required P.I. value spreading in uniform layers not exceeding 100mm in depth and compacting with smoth wheeled roller to achieve the desired density, as per approved Drawing & Technical Specifications and as per Clause - 407 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..
563.34
631
355766.11
... More
Plain cement concrete M-15 nominal mix in foundation with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.
20
5811
116223.6
... More
Reinforce cement concrete M-20 nominal mix in foundation with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.
2
6685
13370.84
... More
Reinforce cement concrete M-20 nominal mix in Substructure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.
2.1
9036
18977.22
... More
Reinforced cement concrete M-20 nominal mix in Superstructure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.
3
8207
24622.83
... More
Cement painting two coats over a coat of cement wash of approved shade for finished item of work including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
2000
58
116940
... More
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.
2000
82
165420
... More
Replacement of "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 of MoRT&H Specifications for Road & Bridge works (5th Revision).
751.1
3856
2896759.86
... More
Maintenance for Fifth year
-
-
-
... More
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete.
16226.82
8
134195.8
... More
Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes etc complete as per clause-3002 of MoRT&H Specifications for Road & Bridge works (5th Revision).
2535.03
203
516309.56
... More
Construction of moorum shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
1478.77
631
933887.62
... More
Plain cement concrete M-15 nominal mix in foundation with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.
6
5811
34867.08
... More
Reinforce cement concrete M-20 nominal mix in foundation with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.
6
6685
40112.52
... More
Reinforce cement concrete M-20 nominal mix in Substructure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.
4.2
9036
37954.43
... More
Reinforced cement concrete M-20 nominal mix in Superstructure with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.
6
8207
49245.66
... More
Cement painting two coats over a coat of cement wash of approved shade for finished item of work including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.
2500
58
146175
... More
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.
2500
82
206775
... More
Providing & erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150mm x 75mm x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel part & filments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause-811 of MoRT&H Specifications for Road & Bridge works (5th Revision).
938.9
3856
3621046.24
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