Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 54,34,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEJHR_122930_19Bid Award Id
ViewTender No
PMGSY-III-NIT-59Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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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
15937.5
-
14.08
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.5 Free Lead
9185.21
-
98.43
... More
(Lead upto 250m))
9185.21
-
144.38
... More
Lead from 250m to 500m
12246.94
-
190.33
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader / Tractor mount 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.
365.42
-
2350.83
... 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.
5959.41
-
2895.02
... More
Prime CoatProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
39729.64
-
53.11
... More
Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.3 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
39729.64
-
17.9
... More
Bituminous Macadam (With 8% Waste Plastic) Providing and laying bituminous macadam (With 8% Waste Plastic) with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
1986.48
-
8686.24
... More
Semi-Dense Bituminous ConcreteProviding and laying semi dense bituminous concrete 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.
993.24
-
10882.71
... More
i) 5th km stone (Precast)
2
-
3382.34
... More
ii) Ordinary Kilometer Stone (Precast)
10
-
2045.84
... More
iii) 200 m stone (Precast)
43
-
599.64
... More
(I)Providing and Fixing 'Logo' of Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 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 M.S. will be stove enameled on both sides. Lettering and printing 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 paint as per drawing Clause 1701 and Annexure 1700.1
8
-
11120.63
... More
600 mm equilateral & triangle
55
-
4007.01
... More
600 mm circular
12
-
5324.84
... More
600 mm x 450 mm rectangular
10
-
5189.94
... More
900 mm side octagon, OR
4
-
9361.34
... 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.
2117.01
-
510
... More
Type A "W" Metal beam Crash Barrier providing and eracting a "W" Metal beam crash barrier Comprising of 3mm thick corrigated sheet metal beam rail, 70cm above road/ground level, fixed on LSMC series channnel vertical post 150x75x5 mm Spaceed 2m centre to centre, 1.8 m height, 1.1m below ground road level all sheet parts.......
40
-
3047
... More
Painting on TreesPainting on wood surface- providing and applying two coat ready mix paint of approved brand on wood surface after through cleaning of surface to give an even face
398.44
-
60
... More
Painting on Electric PolesPainting two coats on new concrete surface after filling the surface with synthetic enamel paint in all shades on plastered concrete surface
31.8
-
64
... More
QUANTITY FOR NEW H.P. CULVERTEarth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
506.6
-
306.49
... More
Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
78.12
-
4889.6
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M15 (PCC 1:2.5:5)
573.61
-
5344.77
... More
Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106
127.5
-
6196.47
... More
Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
350.88
-
102.51
... More
Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
1120.15
-
151.34
... More
Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
225.42
-
54.19
... More
Quantities & Cost Estimate for R.C.C. Slab Culvert -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.
84.71
-
306.49
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
1.25
-
828.24
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
12.66
-
4889.6
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
54.07
-
4396.54
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
26.26
-
4548.28
... 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
4.88
-
5682.06
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
4.61
-
6600.2
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.62
-
88918.56
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
15
-
46.14
... 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
28
-
107.66
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209.
2
-
890.93
... More
Quantities & Cost Estimate for R.C.C. Slab Culvert -3Earthwork 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.
91.32
-
306.49
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
2.02
-
828.24
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
14.4
-
4889.6
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
59.12
-
4396.54
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
39.37
-
4548.28
... 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
6.25
-
5682.06
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
8.01
-
6600.2
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.91
-
88918.56
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
15
-
46.14
... 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
40
-
107.66
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209.
2
-
890.93
... More
Hume Pipe 1 x 1000 mm diaPlastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
20.64
-
151.34
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
59.76
-
102.51
... More
RCC Slab Culvert (1 x 5.0 x 3.0 )Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
97.92
-
151.34
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
261.1
-
102.51
... More
For 1st Year
1
-
1108145.81
... More
For 2nd Year
1
-
1236541.81
... More
For 3rd Year
1
-
1381421.81
... More
For 4th Year
1
-
1703702.23
... More
For 5th Year
1
-
1778221.32
... More
2. T13-NH 99 Bariatu To Jhabar (9.08 KM)
-
-
-
... More
Providing & Fixing of Working benchmark Pillars 01 nos. per km & 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I
9.08
-
21690.19
... 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
5.45
-
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
5394
-
14.08
... More
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment side with a left upto 1.5m and lead upto 50m as per Technical Specification clause 302.3.
261.45
-
143.67
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.5 Free Lead
7505.41
-
98.43
... More
(Lead upto 250m))
7505.41
-
144.38
... More
Lead from 250m to 500m
10007.22
-
190.33
... More
Stabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5% mixed with 30% GSB Grade-II as per mix design. Application:
207.43
-
1993.18
... More
Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement 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.
156.62
-
2141.49
... 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.
3905.09
-
2811.86
... More
Prime CoatProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
26033.93
-
53.14
... More
Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.3 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
26033.93
-
17.91
... More
Bituminous Macadam (With 8% Waste Plastic) Providing and laying bituminous macadam (With 8% Waste Plastic) with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
1301.7
-
8600.57
... More
Semi-Dense Bituminous ConcreteProviding and laying semi dense bituminous concrete 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.
650.85
-
10797.65
... More
For Grading II MaterialConstruction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader / Tractor mount 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.
44.95
-
2141.49
... More
Panel Concrete PavementConstruction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel 1.25Mx1.25M thickness 150 mm
1086.26
-
7029.23
... 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
9890
-
24.28
... More
i) 5th km stone (Precast)
1
-
3376.86
... More
ii) Ordinary Kilometer Stone (Precast)
10
-
2042.07
... More
iii) 200 m stone (Precast)
37
-
598.97
... More
(I)Providing and Fixing 'Logo' of Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 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 M.S. will be stove enameled on both sides. Lettering and printing 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 paint as per drawing Clause 1701 and Annexure 1700.1
7
-
11117.1
... More
600 mm equilateral & triangle
83
-
4005.24
... More
600 mm circular
12
-
5323.07
... More
600 mm x 450 mm rectangular
28
-
5188.18
... More
900 mm side octagon, OR
8
-
9359.57
... 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.
395.6
-
535.5
... 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.
1450.4
-
510
... More
Type A "W" Metal beam Crash Barrier providing and eracting a "W" Metal beam crash barrier Comprising of 3mm thick corrigated sheet metal beam rail, 70cm above road/ground level, fixed on LSMC series channnel vertical post 150x75x5 mm Spaceed 2m centre to centre, 1.8 m height, 1.1m below ground road level all sheet parts.......
40
-
3047
... More
Painting on TreesPainting on wood surface- providing and applying two coat ready mix paint of approved brand on wood surface after through cleaning of surface to give an even face
340.5
-
60
... More
Painting on Electric PolesPainting two coats on new concrete surface after filling the surface with synthetic enamel paint in all shades on plastered concrete surface
27.3
-
64
... More
Reinforced cement concrete M15 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 1704
216
-
534.29
... More
QUANTITY FOR NEW H.P. CULVERTEarth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
357.58
-
306.49
... More
Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
55.14
-
4875.59
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M15 (PCC 1:2.5:5)
404.92
-
5324.51
... More
Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106
90
-
6196.92
... More
Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
247.68
-
102.51
... More
Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
819.22
-
153.47
... More
Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
159.12
-
54.19
... More
Hume Pipe 1 x 1000 mm diaPlastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
123.84
-
153.47
... More
Painting Two Coats on New Concrete SurfacesPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
358.56
-
102.51
... More
For 1st Year
1
-
813724.4
... More
For 2nd Year
1
-
825169.4
... More
For 3rd Year
1
-
968154.4
... More
For 4th Year
1
-
1244601.4
... More
For 5th Year
1
-
1308308.4
... More
3. T17-RUD NH-75 To KULGARA RCD ROAD VIA KITA,ANN (14.1 km)
-
-
-
... More
Providing & Fixing of Working benchmark Pillars 01 nos. per km & 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I
14.1
-
21439.28
... 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
7.05
-
57699.09
... 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.
130.5
-
462.09
... More
Excavation in cutting in soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment side with a left upto 1.5m and lead upto 50m as per Technical Specification clause 302.3.
3076.78
-
143.67
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of of Table 300.1 and 300.2 as per Technical specification clause 301.5
3076.78
-
43.32
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 250m as per Technical Specification Clause 301.5 Free Lead
11257.16
-
98.43
... More
(Lead upto 250m))
11257.16
-
144.38
... More
Lead from 250m to 500m
15009.55
-
190.33
... More
With CementStabilized Sub-base / Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5% mixed with 30% GSB Grade-II as per mix design. Application:
6810.9
-
1903.14
... More
Wet Mix MacadamProviding, 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.
7567.7
-
2479.22
... More
Prime CoatProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
50451.19
-
53.07
... More
Tack CoatProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.3 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
51243.75
-
17.89
... More
Providing and laying bituminous macadamUsing Waste Plastic with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.
2522.56
-
8241
... More
Semi-Dense Bituminous ConcreteProviding and laying semi dense bituminous concrete 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.
1261.28
-
10415.5
... More
Panel Concrete PavementConstruction of Panel concrete ,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Caluse 1501.2.2 M 30(Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capasity and appropriate weigh batcher using approved mix design ,laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion ,construction joints, applying debonding strips ,primer ,sealant ,dowel bars, near approaches to bridge/ culvert and construction joints, admixture as approved ,curing of concrete slabs for 14 days. Curing compound (where specified) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCC Grade M-30 EachPanel (0.50X0.50) thickness 100 mm
902.9
-
6748.02
... 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
2175
-
24.28
... More
i) 5th km stone (Precast)
2
-
3274.98
... More
ii) Ordinary Kilometer Stone (Precast)
14
-
1972.02
... More
iii) 200 m stone (Precast)
57
-
586.52
... More
(I)Providing and Fixing 'Logo' of Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 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 M.S. will be stove enameled on both sides. Lettering and printing 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 paint as per drawing Clause 1701 and Annexure 1700.1
10
-
11051.55
... More
600 mm equilateral & triangle
45
-
3972.47
... More
600 mm circular
4
-
5290.3
... More
600 mm x 450 mm rectangular
6
-
5155.4
... More
900 mm side octagon, OR
6
-
9326.8
... 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.
93
-
535.5
... 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.
2745
-
510
... More
Type A "W" Metal beam Crash Barrier providing and eracting a "W" Metal beam crash barrier Comprising of 3mm thick corrigated sheet metal beam rail, 70cm above road/ground level, fixed on LSMC series channnel vertical post 150x75x5 mm Spaceed 2m centre to centre, 1.8 m height, 1.1m below ground road level all sheet parts.......
20
-
3047
... More
Painting on TreesPainting on wood surface- providing and applying two coat ready mix paint of approved brand on wood surface after through cleaning of surface to give an even face
375
-
60
... More
Painting on Electric PolesPainting two coats on new concrete surface after filling the surface with synthetic enamel paint in all shades on plastered concrete surface
45
-
64
... More
Reinforced cement concrete M15 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 1704
432
-
573.2
... More
Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104
655.56
-
306.49
... More
Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
101.09
-
4615.48
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
742.35
-
4075.4
... More
Providing and laying RCC pipe NP-3 for culverts on first class bedding of PCC M10 material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head walls and parapets as per clause 1106
165
-
5950.47
... More
Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
454.08
-
102.51
... More
Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
1449.6
-
149.92
... More
Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I
291.72
-
54.19
... More
Quantities & Cost Estimate for R.C.C. Slab Culvert -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.
250.9
-
306.49
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
2.61
-
828.24
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
36.2
-
4615.48
... More
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
160.7
-
3924.64
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
78.12
-
4075.4
... 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
13.39
-
5378.19
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
9.74
-
6296.33
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.49
-
88918.56
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
45
-
46.14
... 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
84
-
107.66
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209.
6
-
890.93
... 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.
182.7
-
306.49
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
4.05
-
828.24
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
28.8
-
4615.48
... More
Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
118.23
-
3924.64
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
78.79
-
4075.4
... 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
12.5
-
5378.19
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
16.02
-
6296.33
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.83
-
88918.56
... More
Brick masonry work in cement mortar 1:3 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
30
-
46.14
... 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
80
-
107.66
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209.
4
-
890.93
... 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.
390.16
-
306.49
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
8.24
-
828.24
... More
Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
65.56
-
4615.48
... More
Stone Masonary in C.M.(1:4) in Foundation :-- Stone masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
231.42
-
3924.64
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
168.12
-
4075.4
... 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
18.64
-
5378.19
... More
RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5
37.16
-
6296.33
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
3.54
-
88918.56
... More
Brick masonry work in cement mortar 1:3 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
30
-
46.14
... 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
84
-
107.56
... More
Drainage spouts complete as per drawing and technical specifications Clause 1209.
8
-
890.93
... More
For 1st Year
1
-
1403085.83
... More
For 2nd Year
1
-
1555242.83
... More
For 3rd Year
1
-
1739580.83
... More
For 4th Year
1
-
2153270.83
... More
For 5th Year
1
-
2252217.83
... More
GST @ 18%
1
-
18
... More
Labour Cess @ 1%
1
-
1
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