Jharkhand State Rural Road Development Authority Tender
Search from across the categories, cities, and authorities to find the latest Jharkhand tenders. Every Jharkhand tender is curated from credible sources of government websites (eProcurement Jharkhand portal) and newspapers, thus ensuring the credibility of the information presented to you. For more information on Jharkhand tender bidder registration, the login process and more read the FAQs section on this page.
Costs
EMD
₹ 33,87,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_CEJHR_122949_5Bid Award Id
ViewTender No
PMGSY-III-NIT-60Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Scrarifying Existing Bituminous Surface to a Depth of 150 mm and disposal disposal of scrarified materials with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4
26821.22
-
13.82
... More
Excavation in Cutting in Soil by manual means with lead upto 50 m:-- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
442.02
-
143.67
... More
Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (Including Royality & Labour Cess).
343.96
-
43.32
... More
C) 50% of total Qty (Free Lead) of (A-B)
17542.44
-
97.11
... More
D) 50% of total Qty (Lead upto 250m)) of (A-B)
17542.44
-
143.06
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).
13388.74
-
190.33
... More
Compacting Original Ground :-- Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
9202.37
-
19.1
... More
Stabilized Sub-base : Providing, Laying, Spreading and Compacting 70% in-situ/borrow area soil of CBR ≥ 5% mixed with 30% GSB Grade-II as per mix design.
1901.55
-
1901.27
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
5891.6
-
2730.53
... More
Prime Coat (Low Porosity)
35546.7
-
52.38
... More
Tack Coat
35546.7
-
15.82
... More
Providing and laying semi dense bituminous concrete ( replacing bitumen by 8% with waste plastic ) 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 @ 4.5 to 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 MoRTH specification clause No. 508 complete in all respects.
888.67
-
10599.35
... More
Providing and laying bituminous macadam( replacing bitumen by 8% with waste plastic ) with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
1794.93
-
8425.12
... More
Construction of un-reinforced Dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batchert using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film , wedges, steel plates including levelling the form work as per drawing) spreading the concret with shovel, rakes, compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer sealant, dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days an using curing compound (where specified) and water finishing to lines and grade as per drawing as per drawings and Technical Specification
2548.74
-
6268.47
... More
Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY
16593.2
-
20.87
... More
i) 5th km stone
1
-
3169.49
... More
ii) Km stone
13
-
1871.41
... More
iii) 200 m stone
54
-
563.75
... More
900 mm equilateral & triangle,
88
-
4899.61
... More
600 mm equilateral & triangle,
88
-
3751.13
... More
600 mm circular ,
89
-
5030.58
... More
800 mm x 600 mm rectangular,
88
-
7015.23
... More
900 x 300 hazard making (15.77 and 15.76)
86
-
4899.61
... More
900 mm Octagonal,
47
-
8949.51
... More
Direction and place indentification signs up to 0.9 sqm size board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2
-
11133.49
... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
1883.2
-
272.82
... More
Providing and Fixing 'Logo' of PMGSY Project
1
-
1
... More
PMGSY LOGO
2
-
2978.24
... More
MAIN INFORMATION BOARD WITH PMGSY LOGO
2
-
12461.04
... More
BHARAT NIRMAN/CITIZEN INF. LOGO
2
-
12461.04
... More
MAIN INTANACE BOARD
2
-
12461.04
... More
Paintaing on Electric Pole painting upto height of 1.25 m above the road level with alternate black and white stripes,each strips of 100 mm
82.94
-
88.74
... More
Speed Humpc as per IRC 99 table no 3.1(of radius 11 m and 3.0 m chord length)( At Start And End)
2
-
10000
... More
Earth work in excavation of foundation trenches :-- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
1869.6
-
306.49
... More
Providing PCC M-15 :-- Providing and laying concrete for plain/reinforced concrete in open foundations including centering and shuttering complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
70.68
-
4819.58
... More
Stone masonary in 1:4 cement mortar:-- Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (Random Rubble Masonry in 1:4 cement mortar )
603.24
-
4030.99
... More
Plastering with cement mortar (1:4) :--Plastering with cement mortar (1:4), 15 mm thick on Stone / brickwork in substructure as per technical specification Clauses 613.4 & 1204
2295.16
-
152.41
... More
Providing M10 (PCC 1:3:6) as levelling course in foundation :-- Providing PCC M 10 (1:3:6) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
142.42
-
5022.18
... More
Providing concrete for plain/reinforced concrete M-15 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
5.4
-
5043.46
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification
180
-
106.74
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
Random rubble masonry In 1:4 cement mortar
1371.67
-
4175.54
... More
Providing and laying reinforced cement concrete pipe NP3 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 parapaets clause 1106.
1000 mm dia (Single row)
282.5
-
5334.1
... More
Type B (First Class) Bedding laying (first Class) bedding on well compacted sand, moorum or approved granular material as per clause 1005 (ii)
164.92
-
644.71
... More
Boulder soaling work in cement motar in foundation complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203
114.15
-
4030.99
... More
Backfilling in Foundation trenches as per drawing and technical specification clause 1108.
362.66
-
1384.83
... More
Providing PCC M20 Architectural Coping on the top of parpet wall, complete as per drawing and technical specification Clause 615.
9
-
5350.6
... More
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
1845.16
-
102.51
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
3.76
-
644.71
... More
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
12.2
-
5777.1
... More
RCC M30 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M30) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
13.82
-
6643.28
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.97
-
88866.53
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
45
-
33.81
... More
Pointing with cement mortar (1:3) :-- Pointing with cement mortar (1:3) on Stone Masonry work as per drawing and technical specification Clauses 613.3 and 1204
252.26
-
674.23
... More
Providing back filling in foundation :-- Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
63.76
-
1384.83
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing
120
-
106.74
... More
Repairing of Slab Culverts
4
-
2055.45
... More
Repairing of Bridge
130
-
1437.71
... More
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
820
-
2.23
... More
Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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 m as per Technical Specification Clause 202.
By Manual Means
Rubble stone masonry in cement
1225.17
-
279.93
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
Above 600 mm to 900 mm dia Hume pipe
405
-
268.95
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
Upto 600 mm dia Hume pipe
45
-
198.91
... More
Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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 m as per Technical Specification Clause 202.
By Manual Means
Plain Cement Concrete
53.09
-
433.17
... More
1st Year Maintenance cost
1
-
445219
... More
2nd Year Maintenance cost
1
-
604455
... More
3rd Year Maintenance cost
1
-
973299
... More
4th Year Maintenance cost
1
-
1236309
... More
5th Year Maintenance cost
1
-
1486984
... More
MRL03-SINGARI TO HUNDRU (BUTGORWA)
Providing & Fixing of Working benchmark Pillars 4 nos. per km & 40 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I
7.33
-
4000
... More
Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification clause 201.1 and direction of E/I
1.39
-
57699.09
... More
Scrarifying Existing Bituminous Surface to a Depth of 150 mm and disposal disposal of scrarified materials with a lift upto 3m and lead upto 1000m as per technical specification clause 301.4
23511.75
-
13.82
... More
Excavation in Cutting in Soil by manual means with lead upto 50 m:-- Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
265.87
-
143.67
... More
Construction of embankment with approved material deposited from road way cutting and excavation from drain and foundation of other structures and excavated with an average lead of 50 m graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5 (Including Royality & Labour Cess).
167.4
-
43.32
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with Free lead as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).
C) 50% of total Qty (Free Lead) of (A-B)
7293.61
-
97.11
... More
Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with Free lead as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).
D) 50% of total Qty (Lead upto 250m)) of (A-B)
7293.61
-
143.06
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).
4114.56
-
98.43
... More
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).
236.79
-
144.38
... More
Compacting Original Ground :-- Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
3552.79
-
19.1
... More
WMM Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
4055.78
-
2925.54
... More
Prime Coat (Low Porosity)
23746.87
-
52.34
... More
Tack Coat
23746.87
-
15.81
... More
Providing and laying semi dense bituminous concrete ( replacing bitumen by 8% with waste plastic ) 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 @ 4.5 to 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 MoRTH specification clause No. 508 complete in all respects.
593.67
-
10798.84
... More
Providing and laying bituminous macadam( replacing bitumen by 8% with waste plastic ) with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.
1199.1
-
8624.07
... More
Construction of un-reinforced Dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batchert using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film , wedges, steel plates including levelling the form work as per drawing) spreading the concret with shovel, rakes, compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer sealant, dowel bars , near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days an using curing compound (where specified) and water finishing to lines and grade as per drawing as per drawings and Technical Specification
597.89
-
6397.06
... More
Panel cutting in concrete pavement in square panels of 1.25Mx1.25M (Maximum panel) sizes sawing in straight line up to 1/3rd depth from surface including labour and hireage of cutting machine inclusive of taxes under R & D projects in PMGSY
4212.3
-
20.87
... More
i) 5th km stone
1
-
3169.49
... More
ii) Km stone
7
-
1871.41
... More
iii) 200 m stone
31
-
563.75
... More
900 mm equilateral & triangle,
29
-
4899.61
... More
600 mm equilateral & triangle,
29
-
3751.13
... More
600 mm circular ,
30
-
5030.58
... More
800 mm x 600 mm rectangular,
29
-
7015.23
... More
900 mm Octagonal,
18
-
8949.51
... More
Direction and place indentification signs up to 0.9 sqm size board - Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2
-
11133.49
... More
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
1466
-
272.82
... More
PMGSY LOGO
2
-
2978.24
... More
MAIN INFORMATION BOARD WITH PMGSY LOGO
2
-
12461.04
... More
BHARAT NIRMAN/CITIZEN INF. LOGO
2
-
12461.04
... More
MAIN INTANACE BOARD
2
-
12461.04
... More
Earth work in excavation of foundation trenches :-- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
823.65
-
306.49
... More
Providing PCC M-15 :-- Providing and laying concrete for plain/reinforced concrete in open foundations including centering and shuttering complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
42.33
-
4933.88
... More
Stone masonary in 1:4 cement mortar:-- Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (Random Rubble Masonry in 1:4 cement mortar )
199.62
-
4203.98
... More
Plastering with cement mortar (1:4) :--Plastering with cement mortar (1:4), 15 mm thick on Stone / brickwork in substructure as per technical specification Clauses 613.4 & 1204
863.56
-
1408.06
... More
Providing M10 (PCC 1:3:6) as levelling course in foundation :-- Providing PCC M 10 (1:3:6) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
46.62
-
5159.35
... More
Providing concrete for plain/reinforced concrete M-15 in coping over protection wall complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
0.45
-
5157.76
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per drawing and technical specification
15
-
106.74
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In 1:4 cement mortar
679.07
-
4348.53
... More
Providing and laying reinforced cement concrete pipe NP3 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 parapaets clause 1106. 1000 mm dia (Single row)
120
-
5371.25
... More
Type B (First Class) Bedding laying (first Class) bedding on well compacted sand, moorum or approved granular material as per clause 1005 (ii)
55.52
-
644.71
... More
Boulder soaling work in cement motar in foundation complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203
47.2
-
4203.98
... More
Backfilling in Foundation trenches as per drawing and technical specification clause 1108.
153.76
-
1384.83
... More
Providing PCC M20 Architectural Coping on the top of parpet wall, complete as per drawing and technical specification Clause 615.
4
-
5479.19
... More
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
818.56
-
102.51
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
3.76
-
644.71
... More
Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
12.2
-
5905.69
... More
RCC M30 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M30) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
13.82
-
6771.87
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.96
-
88866.53
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
45
-
33.81
... More
Pointing with cement mortar (1:3) :-- Pointing with cement mortar (1:3) on Stone Masonry work as per drawing and technical specification Clauses 613.3 and 1204
252.26
-
674.23
... More
Providing back filling in foundation :-- Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
63.76
-
1384.83
... More
Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing
120
-
106.74
... More
Repairing of Slab Culverts
3
-
2618.19
... More
Repairing of Hume pipe Culverts
16
-
1342.17
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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 m as per Technical Specification Clause 202.
By Manual Means Plain Cement Concrete
33.63
-
433.17
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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 m as per Technical Specification Clause 202.By Manual Means Rubble stone masonry in cement
752.4
-
279.93
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
Above 600 mm to 900 mm dia Hume pipe
285
-
268.95
... More
1st Year Maintenance cost
1
-
253800
... More
2nd Year Maintenance cost
1
-
342060
... More
3rd Year Maintenance cost
1
-
590897
... More
4th Year Maintenance cost
1
-
767981
... More
5th Year Maintenance cost
1
-
934133
... More
GST @ 18%
1
-
18
... More
Labour Cess @ 1%
1
-
1
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements