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
₹ 3,93,000Document 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
2020_CEJHR_103324_3Bid Award Id
ViewTender No
ReTender-WorldBankTender 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
Documents
BOQ Items
... More
Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe
714.14
-
19.6
... 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
316.26
-
88.76
... More
Construction of embankment with approved material obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
... More
Qty (Free Lead)
2703.7
-
112.38
... More
(Lead upto 250m))
1455.8
-
144.51
... More
Sub grade: Construction of subgrade and earthen shoulders with approved materials 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 upto 250m as per Technical Specification 301.4.1
1352.14
-
113.63
... More
Construction of subgrade and earthen shoulders with approved materials 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 upto 250m as per Technical Specification 301.4.1
-
-
-
... More
75% of total Quantity
501.83
-
145.76
... More
25% of total Quantity
167.28
-
177.91
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-III CEMENT TREATED @5%
228.4
-
2381.71
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-II CEMENT TREATED @5%
386
-
2537.38
... More
PRIME COAT (i) Low porosity
Providing and applying primer coat with Bitumen Emulssion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
3860.2
-
41.06
... More
Surface dressing using Bituminous Emulsion ( Nominal chipping size 13.2 mm)
Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
3860.2
-
104.82
... More
Surface dressing using Bituminous Emulsion ( Nominal chipping size 9.5 mm) Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
3860.2
-
93.34
... More
Providing and fixing of typical PMGSY informatory Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back onedges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stoe enameled on both sides. Lettering and printng arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy as per drawing.
2
-
9356.43
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
2
-
2214.64
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
2
-
1485.96
... More
Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
1
-
1455.76
... More
Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
5
-
406.11
... More
Boundary pillar: Reinforced cement concrete M-15 grade boundary pillars/Local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 704. (Boundary pillar/ FI Post)
26
-
377.61
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surface as per drawing and Technical Specification Clause 1701
16
-
70.77
... More
HUME PIPE CULVERT 1nx1m dia
-
-
-
... More
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious
85.32
-
189.35
... More
Bedding for pipe (ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
6.87
-
717.5
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
10.02
-
4385.64
... More
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
94.3
-
3317.85
... More
Providing and laying 1000mm dia 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 work in head walls and parapets clause 1106 SOR 9.3 (B)
22.5
-
4899.05
... More
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
128.8
-
128.65
... More
Providing white washing, three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
122.04
-
12.03
... More
Repair of parapet
-
-
-
... More
Providing rough dreses coarse stone masonary in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, racking out joints to 20mm depth curing, taxes and royalties all complete job as per specification.
1.08
-
3317.85
... More
Plastering with cement mortar (1:4), 25 mm thick on stonework in substructure as per technical specification Clauses 613.4 & 1204
9
-
128.65
... More
R C C Culvert 1nx2mx1.4m
-
-
-
... More
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious matte, dressing of sides and bottom and backfilling with approved material.
125.71
-
189.35
... More
Sand filling below brick masonry for levelling as per drawing and technical specification
14.55
-
717.5
... More
Providing and lying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no. fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301
14.55
-
1996.8
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
18.08
-
4385.64
... More
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
64.06
-
3317.85
... More
Stone masonry in cement mortar (1:4) random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
25.84
-
3435.58
... More
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
20
-
97.9
... More
Providing PCC (1:2:4) in various components of barriage super structure etc all job complete as per specificationa nd direction of E/I. Top of returns
0.48
-
4405.04
... More
Providing and fixing in position 25mm thick bituminous board in expansion joint etc all complete job as per specification and direction of E/I
3.6
-
262.58
... More
Providng and laying RCC M200 with nominal mix of in base place of deck slab etc. etc all complete job as per specification and direction of E/I
4.68
-
6023.84
... More
Providing PCC M-200 with nominal mix in Wearing coat all complete job as per specification and direction of E/I.
1.45
-
9892.82
... More
Providing MS Tor steel reinforcement (8-16 mm dia Rod) as per approved design and drawing including cutting, bending, and binding and placing in position as per specification and direction of E/I.
1.11
-
53280.08
... More
Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
60.16
-
128.65
... More
Providing 1.5 mm thick cement punning etc. all complete job as per specification and direction of E/I.
9.89
-
35.62
... More
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
14.47
-
121.52
... More
Maintenance
-
-
-
... More
For 1st Year
1
-
76086.25
... More
For 2nd Year
1
-
107909.37
... More
For 3rd Year
1
-
139736.29
... More
For 4th Year
1
-
171560.36
... More
For 5th Year
1
-
202488.58
... More
2)-L087 KORWADANG TO JANUMDIH, Length-2.8 KM
-
-
-
... More
Setting out etc all complete job as per specification and direction of E/I
2.8
-
3808.07
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification Clause 201.
14000
-
3.57
... More
Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe
2545.2
-
19.6
... 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
275.7
-
88.76
... More
Construction of embankment with approved material obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
... More
Qty (Free Lead)
4686.01
-
112.38
... More
(Lead upto 250m))
2008.29
-
144.51
... More
Sub grade: Construction of subgrade and earthen shoulders with approved materials 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 upto 250m as per Technical Specification 301.4.1
5090.4
-
113.63
... More
Construction of subgrade and earthen shoulders with approved materials 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 upto 250m as per Technical Specification 301.4.1
-
-
-
... More
75% of total Quantity
1102.92
-
145.76
... More
25% of total Quantity
367.64
-
177.91
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-III CEMENT TREATED @5%
933.24
-
2230.63
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-II CEMENT TREATED @5%
848.4
-
2386.29
... More
PRIME COAT (i) Low porosity
Providing and applying primer coat with Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
8484
-
40.92
... More
Surface dressing using Bituminous Emulsion ( Nominal chipping size 13.2 mm)
Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
8484
-
103.34
... More
Surface dressing using Bituminous Emulsion ( Nominal chipping size 9.5 mm) Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
8484
-
92.13
... More
Providing and fixing of typical PMGSY informatory Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back onedges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stoe enameled on both sides. Lettering and printng arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy as per drawing.
2
-
9356.43
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, 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 M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
2
-
2214.64
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
2
-
1485.96
... More
Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
3
-
1455.76
... More
Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
11
-
406.11
... More
Boundary pillar: Reinforced cement concrete M-15 grade boundary pillars/Local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 704. (Boundary pillar/ FI Post)
56
-
377.61
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surface as per drawing and Technical Specification Clause 1701
35
-
70.77
... More
Protection Work
-
-
-
... More
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.
140.25
-
189.35
... More
Providing and laying boulder pitching on slope over prepared filter media in embankment protection with stone boulders of minimum size 25kg laid by dry complete as per drawing and technical specification Clause 1301
24.75
-
1844.89
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
33
-
4180.14
... More
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
65.63
-
3137.37
... More
Stone masonry in cement mortar (1:4) random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
54
-
3255.09
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
5.06
-
4217.85
... More
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
49.5
-
97.9
... More
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
195
-
124.13
... More
Providing 1.5 mm thick cement punning -do -do- etc. all complete job as per specification and direction of E/I.
90
-
35.62
... More
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
46.75
-
121.52
... More
Providing coarse clean sand filling in foundation trenches including ramming and watering in layer not exceeding 100mm thick with all leads and lifts including cost of sand, labour, royalty and taxes all complete job as per specification and direction of E/I.
37.5
-
559.82
... More
Providing and laying boulder pitching on slope over prepared filter media in embankment protection with stone boulders of minimum size 25kg laid by dry complete as per drawing and technical specification Clause 1301
75
-
1844.89
... More
HUME PIPE CULVERT 1nx1m dia
-
-
-
... More
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious
113.76
-
189.35
... More
Bedding for pipe (ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
9.16
-
559.82
... More
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
13.36
-
4180.14
... More
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
125.76
-
3137.37
... More
Providing and laying 1000mm dia 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 work in head walls and parapets clause 1106 SOR 9.3 (B)
30
-
4823.24
... More
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
171.76
-
124.13
... More
Providing white washing, three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
162.72
-
12.03
... More
RCC Culvert 1nx4mx2.5m
-
-
-
... More
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.
358.48
-
189.35
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802, 803, 1201 & 1203. (ii) PCC Grade M-15
76.58
-
4217.85
... More
Stone masonry work in cement mortar in foundation complete job as per drawing and technical specification clauses 702, 704, 1202 & 1203. Coarse Rubble Masonary work CM (1:4) in foundation. Item no. 11.6 (II) (ii)
70.7
-
3137.37
... More
Stone masonry work in cement mortar in foundation complete job as per drawing and technical specification clauses 702, 704, 1202 & 1203. Random Rubble stone masonary (1:4) in foundation.
112.33
-
3137.37
... More
Stone masonry work in cement mortar in super structure complete job as per drawing and technical specification clauses 702, 704, 1202 & 1204. Coarse Rubble Masonary work CM (1:4) in superstructure
36.08
-
3255.09
... More
Stone masonry work in cement mortar in super structure complete job as per drawing and technical specification clauses 702, 704, 1202 & 1204. Random rubble stone masonary in CM (1:4) in superstructure
36.88
-
3255.09
... More
Stone masonry work in cement mortar in superstructure complete job as per drawing and technical specification clauses 702, 704, 1202 & 1203. Random Rubble stone masonary (1:4) in superstructure.
2.97
-
3255.09
... More
Providing concrete for plain/reinforced concrete in IN COPING complete as per drawings and technical specification clause 802, 803, 1201 & 1203. (ii) PCC Grade M-15
2.03
-
4217.85
... More
Providing concrete for plain/reinforced concrete in Sub structure complete as per drawings and technical specification clause 802, 803, 1201 & 1203. (ii) PCC Grade M-20
4.78
-
5371.13
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses 800, 1205 and 1205.5 (DECK SLAB M-25) (. Item. no. 13.1 (ii)
15.46
-
5830.27
... More
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses 800, 1205 and 1205.5 (WEARING COAT M-30)
2.59
-
9692.63
... More
Supplying fitting and placing with TMT Bar reinforcement (Fe 415) in sub structure complete as per drawing and technical specification clauses 1002, 1005, 1010 and 1202. ( SOR 12.8)
2.02
-
53216.92
... More
Pointing (1:3) on stone work in parapet as per technical specifications clause 613.4 and 1208.4
84.75
-
47.3
... More
Providing and fixing Asphalt Plug in expansion joints in culverts, filling the same with bitumen, cement and sand etc. including cost of all labours and materials all complete as per MOST specification and direction of E/I.
15
-
624.33
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (12.9)
40
-
97.9
... More
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting (Boundary Pillar)
18
-
325.64
... More
Maintenance
-
-
-
... More
For 1st Year
1
-
124802.93
... More
For 2nd Year
1
-
177379.09
... More
For 3rd Year
1
-
229961.92
... More
For 4th Year
1
-
282537.13
... More
For 5th Year
1
-
334224.11
... More
GST @ 12%
1
-
1
... More
Labour Cess @ 1%
1
-
1
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements