Odisha Industrial Infrastructure Development Corporation Tender
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Odisha Industrial Infrastructure Development Corporation - IDCO Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Dec 2022
Closing DateCancelled
Tender Amount₹ 4,64,27,088
Costs
EMD
Refer DocumentsDocument Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_IDCO_84011_1Bid Award Id
ViewTender No
PC/EST/E-104/2022-23Tender Authority
Odisha Industrial Infrastructure Development Corporation ViewPurchaser Address
-
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Documents
BOQ Items
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of trees dead or cut earlier stacking serviceable material for reuse or auction within the road land & disposal of all unserviceable material up to a lead of 1000m including removal top 150mm thick organic soil away from the road land as per Clause no. 201 of MoRT&H specification for Road & Bridge works(5th revision) including cost of all labour, Hire Charges of Plants & Machineries, all contingencies, T&P etc required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
20884.16
-
5.96
Loosening minimum 150mm thick, levelling Compacting original ground supporting embankment to facilitate construction of earthen embankment, sprinkling water to OMC and compacting by rolling so as to achieve minimum required, density table 300-1, 300-2 in embankment construction as per Cl. 305 of MoRT&H specification for Road & Bridge works(5th revision) including cost of all labour, Hire Charges of Plants & Machineries, cost of water , all contingencies, T&P etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
3132.62
-
20.77
Sand filling in foundation of structure as per approved Drawing & Technical Specifications and as per Section - 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision)including cost, conveyance, loading, unloading, royalties of all materials, cost of all labour,Labour cess , sundries, T&P required for the work, complete in all respect as directed by the Engineer-in-charge.
1965.74
-
331.62
Construction of Granular Sub-Base grading-VI(Close Graded) in approved layer thickness & cross section as shown in the drawing using crushed stone aggregate conforming to grading specified in Table 400-1 & as per clause no. 401 of MoRT&H specification for Road & Bridge works(5th revision) including cost ,Conveyance, royalities of all materials, cost of all labour, Hire Charges of Plants & Machineries, cost of water , all contingencies, T&P etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
1052.88
-
1660.68
Supplying, providing , laying , Spreding, compacting Wet Mix Macadam (WMM) in approved layer thickness to line, level grade & slope as per approved working drawing and approved mix design conforming to grading specified in (Table 400-I3 ) including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site on well prepared sub base and compacting with vibratory roller etc complete as per clause no.- 406 of MoRT&H specification for Road & Bridge works(5th revision) including cost ,Conveyance, royalities of all materials, cost of all labour, Hire Charges of Plants & Machineries, all contingencies, T&P etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
5340.72
-
1710.25
Supplying, providing, spraying prime coat on prepared surface , hot bituminous emulsion of medium porosity (slow setting) complying with IS 8887 to a granular surface (WMM) at the rate of .6Kg. /sqm with emulsion pressure distributor uniformly at the specified temperature complete as per clause no. 502 of MoRT&H specification for Road & Bridge works(5th revision) including cost ,Conveyance, royalities of all materials, cost of all labour, Hire Charges of Plants & Machineries, cost of water , all contingencies, T&P etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
21362.88
-
28.74
Supplying, providing and applying tack coat with bituminous emulsion conforming to IS 8887 for super imposition of approved bituminous mix( RS) with the help of emulsion pressure distributor sprayer to spread the hot bitumen uniformly over the cleaned prepared dust free surface at specified quantity @ of .3kg/sqm as per clause no.503 of MoRT&H specification for Road & Bridge works(5th revision) including cost ,Conveyance, royalities of all materials, cost of all labour, Hire Charges of Plants & Machineries, all contingencies, T&P etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
21362.88
-
10.1
Providing and laying dense bituminous macadam ( Grading-II ) using 60/70 grade bitumen with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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.505 of MoRT&H specification for Road & Bridge works(5th revision) including cost ,Conveyance, royalities of all materials, cost of all labour, Hire Charges of Plants & Machineries, all contingencies, T&P etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
1416.38
-
8569.64
Providing and laying bituminous concrete ( Grading-II ) using 60/70 grade bitumen with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent by weight of total 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. 507 of MoRT&H specification for Road & Bridge works(5th revision) including cost ,Conveyance, royalities of all materials, cost of all labour, Hire Charges of Plants & Machineries, cost of all contingencies, T&P etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
640
-
9541.1
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 of materials, cost of all labour, machinery, T&P etc required for the work complete in all respect as directed by Enginner -in-Charge.
1346.4
-
868.78
Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means within a lead of 5km, spreading, grading to required slope and compacting to meet the requirement of table 300-2 & Clause 305 of MoRT&H Specification for road and bridge works (5th Revision) including cost of all labour, Hire Charges of Plants & Machineries, cost of water , all contingencies, T&P etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
2735.52
-
129.04
Construction of embankment with material deposited from road way cutting construction of embankment with approved materials deposited at site from road way cutting & excavated from drain & foundation of other structures graded & complete to meet the requirement etc. as per Clause 305 of MoSRT&H specification for road and bridge works (5th Revision) including cost of all labour, Hire Charges of Plants & Machineries, cost of water , all contingencies, T&P etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
3351.9
-
20.72
Providing and laying Fine dressing and turfing with dub grass live sods not less than 50 mm thick on embankment slope,verges or other location shown on the drawing including preparation of ground, fetching of sods & watering as per Clause No.-307 of MoRT&H specification for Road & Bridge works(5th revision) including cost, conveyance,royalties of all Materials , Hire Charges of Machineries,cost of all Labours, cost of water,Sundries, T&P etc. required for work complete in all respect excluding GST as directed by the Engineer- in- charge..
8976
-
17.55
Centre Line Painting of centre line with thermo plastic Paint including cost, conveyance, royality of materials, cost of all labour, machinery, T&P etc. required for the work complete in all respect as directed by Enginner -in-Charge.
771.46
-
308.45
Dismantling of Cement Concrete Grade M-15 & M-20 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 etc.complete in all respect as directed by Enginner -in-Charge.
400
-
446.04
Removing of all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allleads and lifts as directed by Enginner -in-Charge.
7.5
-
205.83
Road Sign Board & Safety
-
-
-
Reinforced cement concrete M-15 grade kilometer stone/local stone of standard design as per IRC:8-1980 fixing in position including painting and printing, etc. required for the work complete in all respect as directed by the Engineer-in-charge.
-
-
-
Ordinary Kilometer Stone
3
-
1786.81
Hectometer stone
6
-
547.6
Providing, Fixing and errection of mandatory sign board & informatory traffic sign board as per specification including cost ,Conveyance, royalities of all materials, cost of all labour, Hire Charges of Plants & Machineries, all contingencies, T&P etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
-
-
-
(i) 90 cm equilateral Triangle.
6
-
4975.15
(ii) 80mm x 60mm Retangular. School, college, Hospital & Village
1
-
5869.09
(iii) 60cm. Circular. For Speed limet & Curve
4
-
4503.92
(iv) 90 cm. circular.
4
-
6950.13
(v) 60 cm x 45 cm rectangular Route marker signs
2
-
4413.84
(vi) 90 cm high octagon
2
-
7192.67
(vii) 50x60cm rectangle for chevron.
40
-
4621.73
Providing and Fixing Metal Beam Crash Barrier( W profile safety guard rails)made out of following members.Job includes fixing new post in cement concrete of M-20grade foundation (0.35m x 0.35m x 0.95m) complete in all respects as fasteners and fixing etc.including cost ,Conveyance, royalities of all materials, cost of all labour, Hire Charges of Plants & Machineries, all contingencies, T&P etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
-
-
-
In curve and high embankment portion
120
-
3629.76
Provision of cats eye in curve portion and junction portion for safety as per specification including cost ,Conveyance, royalities of all materials, cost of all labour, Hire Charges of Plants & Machineries, all contingencies, T&P etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
300
-
222.55
RCC Drain
-
-
-
Earthwork in excavation of foundation in hard soil with initial leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, design including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.
271.7
-
42.46
Supplying and filling the Foundation & Plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per direction of the Engineer-in-charge.
28.6
-
331.62
Providing and laying Plain Cement Concrete of proportion M15 graded concrete in foundation and floors using approved quality of cement ,40 mm size crusher broken H.G Stone Metal and screened & washed sharp river sand for mortar of approved quality & from approved quarry including hoisting, lowering and laying concrete in layers not exceeeding 15cm thick in each layer to the required level, ramming, watering & curing etc complete including cost, conveyance , loading,unloading,royalties of all materials, cost of all labour, Sundries, T&P required for the work including shoring, shuttering and dewatering ( if required) including hire and running charges of water pump required for the work etc complete in all respect as directed by the Engineer-in-charge.
28.6
-
4573.47
R.C.C. work of Grade M -20 grade in concrete drain works as per approved drawings & designs having minimum compressive strength (in work strength) 20 N. / Square mm. in 15 cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using screened & washed sharp river sand for mortar and 20mm size & down graded hard black crusher broken granite stone chips of approved quality (free from weathered skins) from approved quarry in specified proportion to be mixed in concrete mixture with approved quality cement including hoisting, lowering, laying and compacting concrete with vibrators, watering and curing for 28 days and finishing the exposed surfaces smooth providing grooves or beads wherever required for the work including cost, conveyance, loading, unloading, stacking, royalities of all materials, cost of all labours, scaffolding, sundries, T&P required for the work etc complete in all respect but excluding cost and conveyance of M.S./TMT/HYSD rods or Tor steel and binding wires of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding and tying the grills and placing in proper position & as directed by the Engineer-in-charge.
-
-
-
Wall of drain
46.8
-
5504.76
Base
35.1
-
4630.02
Cover Slab
46.8
-
5144.57
Providing & fixing HYSD ( Fe 500 conforming to IS-1786, 2008 )of approved brand steel reinforcement bars for RCC work of required diameter of approved quality with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and hoisting, lowering and laying including cost, conveyance of M.S. rods or tor steel and binding wires of 18 to 20 gauge and labour required for the work in all heights in foundation, deck slab, Abutment/Pier shaft, cap, return wall, fly wing & dirt wall as per working drawing and technical specification section 1000,1600, 2100,2200 & 2300 of MoRT&H specification for Road & Bridge works(5th revision) as directed by Engineer in charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)excluding GST as directed by the Engineer- in- charge.
7.02
-
85497.08
TOE WALL 1.0 M HT ABOVE GL
-
-
-
Earth work in excavation of foundation trenches in Hard OR Gravelly soil including dressing of sides and leveling the bed upto required depth and depositing the excavated materials away from the work site with all lead and lift, including shoring, shuttering & dewatering (if required) with cost of all Labour, Hire & Running charges of the Water pumps, Sundries, T & P required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
42.9
-
42.46
Supplying and Filling clean course sand in foundation and plinth, free from deliterious materials, earth, earthclods, roots and boulders etc watered and well compacted,including cost of all materials, labour , T&P etc complete below leveling course of open foundations/approach slab etc complete in all respect excluding GST as directed by the Engineer- in- charge.
9.9
-
331.62
Supplying, Providing & laying Plain cement concrete 1:3:6 ( M10 grade) in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation as levelling course as per approved drawings and compacted by vibrator including curing for minimum 14 days as per section 1000, 1500 & 2100 of MoRT&H specification for Road & Bridge works(5th revision) including cost, conveyance, loading, unloading,stacking, royalties of all materials , cost of all labours,Hire Charges of Plants & Machineries,sundries, T&P required for the work etc. complete in all respect excluding GST as directed by the Engineer- in- charge.
9.9
-
4573.47
P.C.C. M-15 grade in super-structure in C.D. work as per approved drawing and technical specifications as per Section 1700 & 2200 of MoRT&H specifications for road and bridge works (5th Revision)including cost, conveyance, loading, unloading,stacking, royalties of all materials , cost of all labours,Hire Charges of Plants & Machineries,sundries, T&P required for the work etc. complete in all respect excluding GST as directed by the Engineer- in- charge.
48.6
-
4297.42
Supplying,providing,fixing,weep holes in plain/reinforced concrete abutments wing walls/return walls with 100mm dia PVC pipe extending through the full width of the structure with slope of one vertical x 20 horizontal towards drainage face complete as per drawings and technical specifications -section 2200,2700 & clause no.-2706 of MoRT&H specification for Road & Bridge works(5th revision) including costs,conveyance,royalties of all Materials,cost of all Labours, etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
78
-
86
CROSS DRAINAGE WORKS
-
-
-
Earth work in excavation in hard soil in foundation of structures as per approved drawing and technical specifications as per clause 304 of MORT&H specifications for road and bridge works (5th Revision).
-
-
-
1.5x1.0m Slab Culvert( 3Nos.)
702.54
-
42.46
1.5x1.5m Slab Culvert( 2Nos.)
447.58
-
42.46
1.5x2.0m Slab Culvert( 3Nos.)
839.4
-
42.46
1.5x2.5m Slab Culvert( 1No.)
309.51
-
42.46
Supplying & Filling in foundation trenches and plinth, ditches with river sand well watered and rammed in layers not exceeding 15 c.m in depth with all lead and lift, including cost, conveyance, loading, unloading, stacking,royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer- in -charge. (Measurement will be taken on finished compacted section only)
-
-
-
1.5x1.0m Slab Culvert( 3Nos.)
28.62
-
331.62
1.5x1.5m Slab Culvert( 2Nos.)
19.08
-
331.62
1.5x2.0m Slab Culvert( 3Nos.)
31.32
-
331.62
1.5x2.5m Slab Culvert( 1No.)
12.24
-
331.62
Providing and laying Plain Cement Concrete of proportion M15 graded concrete in foundation and floors using approved quality of cement ,40 mm size crusher broken H.G Stone Metal and screened & washed sharp river sand for mortar of approved quality & from approved quarry including hoisting, lowering and laying concrete in layers not exceeeding 15cm thick in each layer to the required level, ramming, watering & curing etc complete including cost, conveyance , loading,unloading,royalties and taxes of all materials, cost of all labour, Sundries, T&P required for the work including shoring, shuttering and dewatering ( if required) including hire and running charges of water pump required for the work etc complete in all respect as directed by the Engineer-in-charge.
-
-
-
Levelling coarse
-
-
-
1.5x1.0m Slab Culvert( 3Nos.)
57.63
-
4019.56
1.5x1.5m Slab Culvert( 2Nos.)
36.62
-
4019.56
1.5x2.0m Slab Culvert( 3Nos.)
67.53
-
4019.56
1.5x2.5m Slab Culvert( 1No.)
25.32
-
4019.56
Abutment /Cutain wall
-
-
-
1.5x1.0m Slab Culvert( 3Nos.)
238.02
-
4184.22
1.5x1.5m Slab Culvert( 2Nos.)
137.64
-
4184.22
1.5x2.0m Slab Culvert( 3Nos.)
256.02
-
4184.22
1.5x2.5m Slab Culvert( 1No.)
94.51
-
4184.22
In Substructure
-
-
-
1.5x1.0m Slab Culvert( 3Nos.)
43.5
-
4297.42
1.5x1.5m Slab Culvert( 2Nos.)
56.12
-
4297.42
1.5x2.0m Slab Culvert( 3Nos.)
137.82
-
4297.42
1.5x2.5m Slab Culvert( 1No.)
68.14
-
4297.42
R.C.C. work of Grade M -20 grade in foundation of C.D works as per approved drawings & designs having minimum compressive strength (in work strength) 20 N. / Square mm. in 15 cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using screened & washed sharp river sand for mortar and 20mm size & down graded hard black crusher broken granite stone chips of approved quality (free from weathered skins) from approved quarry in specified proportion to be mixed in concrete mixture with approved quality cement including hoisting, lowering, laying and compacting concrete with vibrators, watering and curing for 28 days and finishing the exposed surfaces smooth providing grooves or beads wherever required for the work including cost, conveyance, loading, unloading, stacking, royalities of all materials, cost of all labours, scaffolding, sundries, T&P required for the work etc complete in all respect but excluding cost and conveyance of M.S./TMT/HYSD rods or Tor steel and binding wires of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding and tying the grills and placing in proper position & as directed by the Engineer-in-charge.
-
-
-
1.5x1.0m Slab Culvert( 3Nos.)
-
-
-
in foundation(Return wall Raft)
10.65
-
4799.82
Return wall stem,Abutment cap & Dirtwall
15.3
-
7853.32
1.5x1.5m Slab Culvert( 2Nos.)
-
-
-
in foundation(Return wall Raft)
10.7
-
4799.82
Return wall stem,Abutment cap & Dirtwall
35.7
-
7853.32
1.5x2.0m Slab Culvert( 3Nos.)
-
-
-
in foundation(Return wall Raft)
28.44
-
4799.82
Return wall stem,Abutment cap & Dirtwall
63.9
-
7853.32
1.5x2.5m Slab Culvert( 1No.)
-
-
-
in foundation(Return wall Raft)
11.86
-
4799.82
Return wall stem,Abutment cap & Dirtwall
25.66
-
7853.32
Providing & fixing of Tar Paper bearing at bottom level of slab for smooth finishing including cost, conveyance ,loading,unloading,royalties of all materials, cost of all labour, Sundries, T&P required for the work complete in all respect as directed by the Engineer- in- charge.
-
-
-
1.5x1.0m Slab Culvert( 3Nos.)
39.6
-
14.61
1.5x1.5m Slab Culvert( 2Nos.)
26.4
-
14.61
1.5x2.0m Slab Culvert( 3Nos.)
39.6
-
14.61
1.5x2.5m Slab Culvert( 1No.)
13.2
-
14.61
R.C.C. work of Grade M -25 grade in C.D works( superstructure) as per approved drawings & designs having minimum compressive strength (in work strength) 25N. / Square mm. in 15 cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using screened & washed sharp river sand for mortar and 20mm size & down graded hard black crusher broken granite stone chips of approved quality (free from weathered skins) from approved quarry in specified proportion to be mixed in concrete mixture with approved quality cement including hoisting, lowering, laying and compacting concrete with vibrators, watering and curing for 28 days and finishing the exposed surfaces smooth providing grooves or beads wherever required for the work including cost, conveyance, loading, unloading, stacking, royalities of all materials, cost of all labours, scaffolding, sundries, T&P required for the work etc complete in all respect but excluding cost and conveyance of M.S./TMT/HYSD rods or Tor steel and binding wires of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding and tying the grills and placing in proper position & as directed by the Engineer-in-charge.
-
-
-
1.5x1.0m Slab Culvert( 3Nos.)
27
-
6027.1
1.5x1.5m Slab Culvert( 2Nos.)
18
-
6027.1
1.5x2.0m Slab Culvert( 3Nos.)
27
-
6027.1
1.5x2.5m Slab Culvert( 1No.)
9
-
6027.1
Providing lifting, hoisting and laying reinforced cement concrete of M-30 Grade (cast-in-situ) as per mix design prepared under relevant IS/IRC concrete codes in Wearing Coat with all necessary projections, splays, circular moulding, corbelling etc as per drawing and design, using 12mm to 20mm crusher broken chips of approved quality and from approved quarry including mixing the concrete in concrete mixer and compacting with vibrator to proper shape and size, level and plumbs and finishing the exposed surface smooth, scaffolding, watering and curing for the required period including cost of reinforcement & all other required materials for the work , royalities, transportation, loading, unloading, cost of all labour, sundries, T&P centering and shuttering etc complete as per drawing and section 1000, 1600, 2700 of MoRT&H specification for Road & Bridge works(5th revision)& excluding GST as directed by the Engineer- in- charge.
-
-
-
1.5x1.0m Slab Culvert( 3Nos.)
6.87
-
11461.62
1.5x1.5m Slab Culvert( 2Nos.)
4.55
-
11461.62
1.5x2.0m Slab Culvert( 3Nos.)
6.87
-
11461.62
1.5x2.5m Slab Culvert( 1No.)
2.4
-
11461.62
Providing & fixing HYSD ( Fe 500 conforming to IS-1786, 2008 )of approved brand steel reinforcement bars for RCC work of required diameter of approved quality with straightening, cutting, bending, binding welding and joining (if necessary) and tying the grills and placing in position as required for R.C.C. work and hoisting, lowering and laying including cost, conveyance of M.S. rods or tor steel and binding wires of 18 to 20 gauge and labour required for the work in all heights in foundation, deck slab, Abutment/Pier shaft, cap, return wall, fly wing & dirt wall as per working drawing and technical specification section 1000,1600, 2100,2200 & 2300 of MoRT&H specification for Road & Bridge works(5th revision) as directed by Engineer in charge. (Linear measurements will be taken & quantity will be calculated on standard weight. Weight of binding wire will not be considered for measurement.)excluding GST as directed by the Engineer- in- charge.
-
-
-
1.5x1.0m Slab Culvert( 3Nos.)
8.37
-
85497.08
1.5x1.5m Slab Culvert( 2Nos.)
6.44
-
85497.08
1.5x2.0m Slab Culvert( 3Nos.)
11.94
-
85497.08
1.5x2.5m Slab Culvert( 1No.)
4.65
-
85497.08
Supplying, providing & laying of Filter media in Abutment back with granular materials/stones crushed stone aggregates satisfying the requirements laid down in the technical specification(IRC-7a) to a thickness of not less than 600mm which smaller size towards the back fill soil and the bigger size towards the interface of the wall of wing walls, retain walls and back of structures for the full height and compacted to a firm condition complete as per drawing and technical specification Part i/ii section 2500.200, 700 of MORT&H specification for road and bridge works (4th revision) complete with all full compensation to all inclussive costs, all operations, contigencies, incidentals involved in the finished defect free item of work complete to specification and direction of Engineer- in- charge or his representative to satisfaction.
-
-
-
1.5x1.0m Slab Culvert( 3Nos.)
45.33
-
1626.06
1.5x1.5m Slab Culvert( 2Nos.)
48.28
-
1626.06
1.5x2.0m Slab Culvert( 3Nos.)
102.21
-
1626.06
1.5x2.5m Slab Culvert( 1No.)
44.9
-
1626.06
Supplying,providing,fixing,weep holes in plain/reinforced concrete abutments wing walls/return walls with 100mm dia PVC pipe extending through the full width of the structure with slope of one vertical x 20 horizontal towards drainage face complete as per drawings and technical specifications -section 2200,2700 & clause no.-2706 of MoRT&H specification for Road & Bridge works(5th revision) including costs,conveyance,royalties of all Materials,cost of all Labours, etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
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1.5x1.0m Slab Culvert( 3Nos.)
88.56
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86
1.5x1.5m Slab Culvert( 2Nos.)
122.88
-
86
1.5x2.0m Slab Culvert( 3Nos.)
208.8
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86
1.5x2.5m Slab Culvert( 1No.)
118.8
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86
Providing and fixing 25mm thick bituminous expansion joint board in expansion joint of CD & structure work etc complete as per drawing and technical specification as per Clause No.2605 as per Section 2605 of MoRT&H Specifications for Road & Bridge works (5th Revision)including cost, conveyance,royalties of all Materials , cost of all Labours,Sundries, T&P, etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
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-
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1.5x1.0m Slab Culvert( 3Nos.)
27
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1120.33
1.5x1.5m Slab Culvert( 2Nos.)
18
-
1120.33
1.5x2.0m Slab Culvert( 3Nos.)
27
-
1120.33
1.5x2.5m Slab Culvert( 1No.)
9
-
1120.33
Gravel backing to revetment -Supplying, Providing and laying gravel backing /Filter material underneath stone / Cement Concrete Block pitching on slopes complete as per drawing and as per Technical Specifications clause no.of MoRT&H specification for Road & Bridge works(5th revision)including cost, conveyance,royalties of all Materials , cost of all Labours,Sundries, T&P, etc. required for the work complete in all respect excluding GST as directed by the Engineer- in- charge.
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1.5x1.0m Slab Culvert( 3Nos.)
1.62
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820.96
1.5x1.5m Slab Culvert( 2Nos.)
3.38
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820.96
1.5x2.0m Slab Culvert( 3Nos.)
10.44
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820.96
1.5x2.5m Slab Culvert( 1No.)
5.91
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820.96
Supplying, providing Boulder Appron with hard granite flat stones of sizes 30cm and above placing in position in upstream and down stream rip rap to grade and level with hammer dressing and pushing spalls to the interstices including all tools and plants eequipments etc. required for the work including full compensation to all including costs,all operation,contingencies,incidentals involved & the finished defect free item of work complete to specification and as per technical specification Part I/II section 2500 of MORTH specifcation for Road & Bridge works(4th revision) as directed by the Engineer or his representative to satisfaction.
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1.5x1.0m Slab Culvert( 3Nos.)
34.53
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1559.6
1.5x1.5m Slab Culvert( 2Nos.)
26.46
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1559.6
1.5x2.0m Slab Culvert( 3Nos.)
67.71
-
1559.6
1.5x2.5m Slab Culvert( 1No.)
28.45
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1559.6
Painting two coats on the required surface with synthetic enamel paint in all shades on new plastered /concrete surfaces as per section 800 of MoRTH specifications for Road & Bridge works (5th revision) including cost,conveyance, loading, unloading,stacking of all Materials,cost of all Labour,Sundries, T&P etc. complete in all respect excluding GST as directed by the Engineer- in- charge.
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1.5x1.0m Slab Culvert( 3Nos.)
22.44
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61.38
1.5x1.5m Slab Culvert( 2Nos.)
14.96
-
61.38
1.5x2.0m Slab Culvert( 3Nos.)
22.44
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61.38
1.5x2.5m Slab Culvert( 1No.)
8.52
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61.38
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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.
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1.5x1.0m Slab Culvert( 3Nos.)
15.6
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1602.48
1.5x1.5m Slab Culvert( 2Nos.)
10.4
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1602.48
1.5x2.0m Slab Culvert( 3Nos.)
15.6
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1602.48
1.5x2.5m Slab Culvert( 1No.)
5.2
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1602.48
N.B - The bidders are required to Quote their rates excluding of Goods & Service Tax (GST). GST as applicable will be paid extra. The existing rule of Govt. and any amendment made in future will be followed.
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