Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 32,95,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEJHR_126719_1Bid Award Id
ViewTender No
JH-P3-22-23-CHA-05Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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BOQ Items
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
12810
-
14.08
... 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. ( Dismantling of cement concrete) SOR NO, 2.5
16.8
-
433.17
... More
Dismantling of Rubble masonary/Brick masonary in cement mortar Vide SOR 2.6/2.7 (B)
898.41
-
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. SOR NO 2.13
(A) up to 600mm dia
20
-
198.91
... 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. SOR NO 2.13
(B) up to 600mm to 900mm dia Hume pipe
10
-
268.95
... 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. SOR NO 3.5
1575
-
143.67
... More
Compacting original ground supporting subgrade : Loosening of the ground upto level of 300mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Table 300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2 SOR 3.15
9942
-
19.1
... 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)
15013.98
-
97.11
... 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 (Lead upto 250m))
3753.49
-
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 as per Technical Specification Clause 303.1.
17558.85
-
190.33
... More
Stabilized Sub-base with nanotechnology : 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. Application: (1) Rip and loosen soil with excavator / tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates/GSB II Material as per mix design with rotavator. (2)Spread Cement (minimum 3% or as per mix design) by weight of soil-aggregate mix as per mix design provided and mix with tractor operated rotavator. (3) Prepare and apply 0.75 kg /cum (By Volume of compacted Mix) organosilane Nanotechnology and 0.75 kg/cum (By Volume of compacted Mix) acrylic copolymer mixed in OMC water (1000 ppm TDS) . Scarify the treated mix with rotavator. (4).Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve stabilized layer with the desired density and thickness.
Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications & direction of Engineer-in-Charge. IRC accreditation of Terrasil is : IRC-24(7)/2017 (ACC-224) and Zycobond is : IRC-24(7)/2017 (ACC-225)
3887.27
-
1933.44
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) 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.
5726.36
-
2413.84
... More
Providing 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 SOR NO. 5.1
38175.73
-
53.46
... More
Providing and applying Tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503. SOR NO. 5.2
38175.73
-
18.01
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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.
1908.79
-
8375.37
... More
Semi-Dense Bituminous Concrete Using Waste Plastic 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.
954.39
-
10595.92
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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 aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 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,clause1501 of MoRD SOR NO. 6.4
129.53
-
6166.96
... 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 For Length Portion
950
-
24.28
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Road Furniture and Road Safety
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 on edges. 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 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 as per drawing. SOR NO. 10.16
4
-
12461.04
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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 aluminum 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 SOR NO. 10.3
6
-
2618.99
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and Traffic Sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum 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 SOR NO 10.2
6
-
1813.22
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Reinforced cement concrete M-15 grade 5th Kilometer stone (Precast)/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. SOR NO 10.10
1
-
3169.49
... More
Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. SOR NO. 10.10
10
-
1871.41
... More
Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703. SOR NO. 10.10
41
-
563.75
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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) SOR NO. 10.10
165
-
563.75
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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.
2015.88
-
584.3
... More
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/ road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
50
-
3322.9
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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 SOR NO. 10.5
108
-
98.19
... More
No of curves (Left - 37 & Right 40) Vide Annexure
38
-
4110.1
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Object marker in front of structure such as Culverts, bridges etc all complete job as per specification. (Vide annexure)
37.8
-
89.1
... More
Painting of hazardous objects like electric pole etc all complete job as per specification.
183.6
-
89.1
... More
Painting of hazardous objects trees etc all complete job as per specification.
111.24
-
89.1
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a) Left Turn curve (90 cm equilateral triangle)
8
-
6166
... More
b) Right Turn curve (90 cm equilateral triangle)
11
-
6166
... More
c) Zebra Crossing
33.75
-
563.75
... More
e) Stop Board (60 cm circular)
5
-
5449.1
... More
f) Road narrow ( 80 mm x 60 mm rectangular)
3
-
7526
... More
g) Narrow Bridge( 80 mm x 60 mm rectangular)
4
-
7526
... More
g) Speed limit Board (Annexure attached)
3
-
5312
... More
h) Temple/Mosqe and other religious place
3
-
5312
... More
i) School
2
-
5312
... More
j) Speed Breaker
3
-
5312
... More
k) Village Board
4
-
5312
... More
Protection Work (1.50 m ht.)
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. SOR NO, 11.1
231
-
306.49
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC Grade M-15 SOR NO. 12.5
33
-
4943.79
... 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 SOR NO.11.6
158.4
-
4054.04
... 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 SOR NO. 13.17
107.25
-
4189.77
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 PCC Grade M-15 SOR NO. 12.5
3.3
-
4943.79
... 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 SOR 12.9
109
-
106.74
... 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
165
-
68.32
... More
Parapet Wall
Stone masonry work in cement mortar in foundation (1:4) Rubble complete job as per drawing and technical specification clauses 702, 704, 1202 & 1203. . no. 11.6 (III) (ii)
3
-
4054.04
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802, 803, 1201 & 1203. (11.4 (ii) PCC Grade M-15
0.25
-
4943.79
... More
Plastering with cement mortar (1:4) 15mm thick on stone work in parapet as per technical specifications clause 613.4 abd 1208.4 SOR 13.19)
12
-
140.64
... More
HUME PIPE CULVERT 1nx1m dia
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.
517.26
-
306.49
... 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
137.7
-
4906.69
... 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
432.45
-
4054.04
... More
Providing and laying 1000 mm Dia RCC pipe NP-3 for culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head
120
-
5761.49
... More
Pointing with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
582.12
-
68.32
... More
HP Culvert 2nx1000mm dia
E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material 1 (i) upto 3 m depth (SOR 11.1.1 (i)
38.79
-
306.49
... More
Plain cement concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawingand technical specification clause 1109
6.54
-
4906.69
... 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
34.58
-
4054.04
... More
Providing and laying 1000 mm Dia RCC pipe NP-2 for culverts on first class bedding of PCC M10 (1:3:6) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head
20
-
5761.49
... More
Pointing with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications
59.67
-
68.32
... More
R C C Culvert 1nx1mx1m
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.
85.59
-
306.49
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
0.48
-
992.1
... More
Providing PCC M 15 (1:2.4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
10.72
-
4943.79
... 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
47.66
-
4054.04
... More
Stone masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
15.05
-
4189.77
... 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
3.89
-
5675.49
... More
Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.
13.65
-
102.51
... 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
2.46
-
6407.43
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
0.44
-
88930.42
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
15
-
46.73
... More
Stone masonry work in cement mortar 1:4 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
1.15
-
4054.04
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC-1:2:4)
0.14
-
4943.79
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
35.92
-
140.64
... 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
3.6
-
37.42
... 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
20
-
106.74
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Specification.
3.53
-
1924.2
... More
Back Fillling in foundation trenches as per drawing and technical specification Clause
28.53
-
469.49
... More
RCC Culvert 1nx2mx2m
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.
196.28
-
306.49
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
2.51
-
992.1
... 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
26.12
-
4943.79
... More
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
112.28
-
4054.04
... More
Stone masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
77.78
-
4189.77
... 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
8.14
-
5675.49
... More
Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.
28.2
-
102.51
... 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
9.22
-
6407.43
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.31
-
88930.42
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
30
-
46.73
... More
Stone masonry work in cement mortar 1:4 in parapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
3.26
-
4054.04
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC-1:2:4)
0.41
-
4943.79
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
141.01
-
140.64
... 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
10
-
37.42
... 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
-
106.74
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Specification.
7.06
-
1924.2
... More
Back Fillling in foundation trenches as per drawing and technical specification Clause
65.43
-
469.49
... More
RCC Culvert 1nx5mx3m
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.
113.39
-
306.49
... More
Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108.
3.56
-
992.1
... 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
17.54
-
4943.79
... More
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
63.41
-
4054.04
... More
Stone masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203
69.2
-
4189.77
... 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
4.43
-
5675.49
... More
Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.
15
-
102.51
... 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
17.93
-
6407.43
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.1
-
88930.42
... More
Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight
15
-
46.73
... More
Stone masonry work in cement mortar 1:4 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4
3.07
-
4054.04
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (PCC-1:2:4)
0.38
-
4943.79
... More
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
97.72
-
140.64
... 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
9.2
-
37.42
... 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
42
-
106.74
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and Specification.
3.53
-
1924.2
... More
Back Fillling in foundation trenches as per drawing and technical specification Clause
37.8
-
469.49
... More
Maintainance for 1st year
1
-
591675.7
... More
Maintainance for 2nd year
1
-
777695.93
... More
Maintainance for 3rd year
1
-
979662.82
... More
Maintainance for 4th year
1
-
1230621.23
... More
Maintainance for 5th year
1
-
1498863.13
... More
Bridge-1
Construction of Bridge Over Ghari River at Ch:1+150 KM of T08-T01 Shohad More to Bihar simana in Hunter Ganj Block, Chatra District , Length of Bridge - 38.72m; B.1 :: FOUNDATION 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. Ordinary soil Manual Means upto 3 m depth SOR Item No.-11.1 I A (i)
323.2
-
329.65
... More
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling SOR Item No.-11.2 (i)
107.8
-
869.36
... More
Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203
(Levelling course below Pile cap) PCC grade M15 Nominal mix 1:2.5:5 SOR Item No.-12.39 II (i)
12.25
-
1125.3
... More
Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203
(RCC in Pile cap + part of substructure below GL) RCC grade M25 SOR Item No.-12.38 B(i) V
213.29
-
4768.5
... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) Using Concrete Mixer SOR Item No.-12.25 A
168.8
-
8162.9
... More
Pile Load Test on Single vertical Pile in accordance with IS: 2911 (Part-IV) SOR Item No.-12.37
240.01
-
5300
... More
Providing Steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing SOR Item No.-12.22
10.22
-
96046.66
... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 SOR Item No.-11.8
38.21
-
94010.15
... More
B.2 :: SUBSTRUCTURE Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Height upto 5m RCC M25 SOR Item No.-12.5 IV
104.12
-
6223.76
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 5m to 10m RCC M25 SOR Item No.-12.5 IV
3.1
-
6223.76
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications
Hieght uptp 5m
RCC Grade M30 using batching plant, transit mixer & concrete pump. SOR Item No.-13.5G(p)(I) Case-I
1.44
-
5480.86
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 SOR Item No.-12.7
16.01
-
94183.03
... 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 SOR Item No.-12.9
99
-
114.8
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SOR Item No.-12.10 (ii)
155.63
-
998.52
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 SOR Item No.-12.11
455.57
-
1813.27
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. SOR Item No.-12.12
161280
-
0.84
... More
B.3 :: SUPERSTRUCTURE Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC Grade M 30 Height 5m to 10m SOR Item No.-13.1 III (q)
156
-
6792.96
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 SOR Item No.-13.3
24.16
-
95613.66
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 SOR Item No.-13.5
25.74
-
13418.57
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 SOR Item No.-13.6
91.52
-
3308.46
... More
Drainage Spouts complete as per drawing and Technical specification Clause 1209 SOR Item No.-13.10
16
-
1207.51
... More
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 SOR Item No.-13.11(i)
8.24
-
4697.35
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clauses 800 and 1211 SOR Item No.-13.12
16.48
-
11377.35
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) SOR Item No.-14.22
23.55
-
34285.7
... More
B.4 :: RIVER TRAINING AND PROTECTION WORKS Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder SOR Item No.-14.5 I
195.02
-
1584.49
... More
Eartwork in excavation for structure as per drawing and technical specifications Clauses 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. (Ordinary Soil) Manual Means . Upto 3 depth SOR Item No.-11.1 I
203.28
-
329.65
... More
Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9 SOR Item No.-11.2 I
19.04
-
869.36
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy Material SOR Item No.-12.1 A
118.44
-
998.52
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. SOR Item No.-11.4 II (i)
50.72
-
4857.88
... More
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203. SOR Item No.-11.6
84.84
-
4115.24
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. SOR Item No.-12.4 I (i)
141.12
-
4295.45
... More
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, 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. Clauses 614, 709, 1204.3.7 SOR Item No.-12.9
124
-
114.8
... More
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204. SOR Item No.-12.2
28.1
-
770.7
... More
Providing PCC M-20 architectural coping on the tip of wing wall, return wall etc. complete as per drawing and technical specification clause 615,710 and 1204.3.11 SOR Item No.-12.13
4.2
-
322.97
... More
Metal Beam Crash Barrier
Metal Beam Crash BarrierType-A "W" : Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick comugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process all fittings to conform to IS : 1367 and IS : 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
(Rate taken from SOR of RCD, Jharkhand 2018) SOR Item No.-8.23 (A)
60
-
3047
... More
B.5 :: APPROACH ROAD 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. By Manual Means In area of non-thorny jungle SOR Item No.-22 I A
0.18
-
57699.09
... 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 1000 m as per Technical Specification Clause 301.5 SOR Item No.-3.4
3517.17
-
280.92
... More
B.6 :: MISCELLANEOUS. Confirmatory Boring (in Soil) Confirmatory Boring (in Rock) SOR Item No.-9.2.2 9.2.1.1
3
-
20000
... More
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. SOR Item No.-10.16
2
-
12461.04
... More
Maintainance for 1st year
1
-
25561.05
... More
Maintainance for 2nd year
1
-
51122.11
... More
Maintainance for 3rd year
1
-
61346.53
... More
Maintainance for 4th year
1
-
71570.95
... More
Maintainance for 5th year
1
-
79912.07
... More
Bridge-2
Construction of Bridge Over Motha River at Ch:5+980 KM of T08-T01 Shohad More to Bihar Simana in HunterGanj Block, Chatra District , Length of Bridge - 22.36m;
B.1 :: FOUNDATION 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. Ordinary soil Manual Means upto 3 m depth SOR Item No.-11.1 I A (i)
246.62
-
329.65
... More
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling SOR Item No.-11.2 (i)
78.04
-
869.36
... More
Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203
(Levelling course below Pile cap) PCC grade M15 Nominal mix 1:2.5:5 SOR Item No.-12.39 II (i)
9.44
-
1125.3
... More
Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203
(RCC in Pile cap + part of substructure below GL) RCC grade M25 SOR Item No.-12.38 B(i) V
165.82
-
4768.5
... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) Using Concrete Mixer SOR Item No.-12.25 A
90.6
-
8162.9
... More
Pile Load Test on Single vertical Pile in accordance with IS: 2911 (Part-IV) SOR Item No.-12.37
140.79
-
5300
... More
Providing Steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing SOR Item No.-12.22
1.5
-
96046.66
... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 SOR Item No.-11.8
21.18
-
94010.15
... More
B.2 :: SUBSTRUCTURE Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Height upto 5m RCC M25 SOR Item No.-12.5 IV
77.34
-
6223.76
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 5m to 10m RCC M25 SOR Item No.-12.5 IV
2.25
-
6223.76
... More
RCC M30 (for Pedestal) SOR Item No.-13.5G(p)(I) Case-I
0.72
-
5480.86
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 SOR Item No.-12.7
10.39
-
94183.03
... 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 SOR Item No.-12.9
92
-
114.8
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SOR Item No.-12.10 (ii)
155.17
-
998.52
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 SOR Item No.-12.11
444.78
-
1813.27
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. SOR Item No.-12.12
80640
-
0.84
... More
B.3 :: SUPERSTRUCTURE Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC Grade M 30 Height 5m to 10m SOR Item No.-13.1 III (q)
95.5
-
6792.96
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 SOR Item No.-13.3
14.88
-
95613.66
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 SOR Item No.-13.5
16.54
-
13418.57
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 SOR Item No.-13.6
58.8
-
3308.46
... More
Drainage Spouts complete as per drawing and Technical specification Clause 1209 SOR Item No.-13.10
8
-
1207.51
... More
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 SOR Item No.-13.11(i)
8.24
-
4697.35
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clauses 800 and 1211 SOR Item No.-13.12
16.48
-
11377.35
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) SOR Item No.-14.22
15.7
-
34285.7
... More
B.4 :: RIVER TRAINING AND PROTECTION WORKS Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder SOR Item No.-14.5 I
189.84
-
1584.49
... More
Eartwork in excavation for structure as per drawing and technical specifications Clauses 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. (Ordinary Soil) Manual Means . Upto 3 depth SOR Item No.-11.1 I
145.2
-
329.65
... More
Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9 SOR Item No.-11.2 I
13.6
-
869.36
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy Material SOR Item No.-12.1 A
84.6
-
998.52
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. SOR Item No.-11.4 II (i)
36.24
-
4857.88
... More
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203. SOR Item No.-11.6
60.6
-
4115.24
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. SOR Item No.-12.4 I (i)
100.8
-
4295.45
... More
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, 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. Clauses 614, 709, 1204.3.7 SOR Item No.-12.9
88
-
114.8
... More
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204. SOR Item No.-12.2
20.08
-
770.7
... More
Providing PCC M-20 architectural coping on the tip of wing wall, return wall etc. complete as per drawing and technical specification clause 615,710 and 1204.3.11 SOR Item No.-12.13
3
-
322.97
... More
Metal Beam Crash Barrier
Metal Beam Crash BarrierType-A "W" : Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick comugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process all fittings to conform to IS : 1367 and IS : 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
(Rate taken from SOR of RCD, Jharkhand 2018) SOR Item No.-8.23 (A)
60
-
2356.99
... More
B.5 :: APPROACH ROAD 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. By Manual Means In area of non-thorny jungle SOR Item No.-22 I A
0.18
-
57699.09
... 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 1000 m as per Technical Specification Clause 301.5 SOR Item No.-3.4
1728.03
-
280.92
... More
B.6 :: MISCELLANEOUS. Confirmatory Boring (in Soil) Confirmatory Boring (in Rock) SOR Item No.-9.2.2 9.2.1.1
2
-
20000
... More
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. SOR Item No.-10.16
2
-
12461.04
... 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 1000m as per Technical Specification clause 202 By Manual Means Reinforced cement concrete ( Superstructure) SOR Item No.-2.5 (I) (C)
37.13
-
1243.18
... More
Dismantling of Stone Masonry as per Technical Specification Clause 202.
Dismantling of existing structures like culverts, bridges,retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lict and lead of 1000m as per Technical specification clause 202. Rubble Stone Masonry in Cement Mortar (Substructure & Foundation) SOR Item No.-2.7 (B)
101.12
-
279.93
... 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 1000m as per Technical Specification clause 202 By Manual Means Cement Concrete (Foundation) SOR Item No.-2.5 (I) (B)
87.36
-
433.17
... More
Maintainance for 1st year
1
-
21535.93
... More
Maintainance for 2nd year
1
-
43071.86
... More
Maintainance for 3rd year
1
-
51686.23
... More
Maintainance for 4th year
1
-
60300.6
... More
Maintainance for 5th year
1
-
68914.97
... More
Bridge-3 Construction of Bridge Over Local Nala at Ch:4+950 KM of MRL05-T03 Bhoktadih to Bakhardih in HunterGanj Block, Chatra District , Length of Bridge - 22.36m.
B.1 :: FOUNDATION 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. Ordinary soil Manual Means upto 3 m depth SOR Item No.-11.1 I A (i)
246.62
-
329.65
... More
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling SOR Item No.-11.2 (i)
78.04
-
869.36
... More
Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203
(Levelling course below Pile cap) PCC grade M15 Nominal mix 1:2.5:5 SOR Item No.-12.39 II (i)
9.44
-
1125.3
... More
Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203
(RCC in Pile cap + part of substructure below GL) RCC grade M25 SOR Item No.-12.38 B(i) V
165.82
-
4768.5
... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) Using Concrete Mixer SOR Item No.-12.25 A
90.6
-
8162.9
... More
Pile Load Test on Single vertical Pile in accordance with IS: 2911 (Part-IV) SOR Item No.-12.37
128.79
-
5300
... More
Providing Steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing SOR Item No.-12.22
0.12
-
96046.66
... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 SOR Item No.-11.8
21.19
-
94010.15
... More
B.2 :: SUBSTRUCTURE Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Height upto 5m RCC M25 SOR Item No.-12.5 IV
72.54
-
6288.06
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications
Hieght uptp 5m
RCC Grade M30 using batching plant, transit mixer & concrete pump. SOR Item No.-13.5G(p)(I) Case-I
0.72
-
5545.16
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 SOR Item No.-12.7
10.05
-
94183.03
... 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 SOR Item No.-12.9
85
-
114.8
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SOR Item No.-12.10 (ii)
144.89
-
998.52
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 SOR Item No.-12.11
397.56
-
1813.27
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. SOR Item No.-12.12
80640
-
0.84
... More
B.3 :: SUPERSTRUCTURE Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC Grade M 30 Height 5m to 10m SOR Item No.-13.1 III (q)
95.5
-
6857.26
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 SOR Item No.-13.3
14.88
-
95613.66
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 SOR Item No.-13.5
16.54
-
13482.87
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 SOR Item No.-13.6
58.8
-
3316.83
... More
Drainage Spouts complete as per drawing and Technical specification Clause 1209 SOR Item No.-13.10
8
-
1207.51
... More
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 SOR Item No.-13.11(i)
8.24
-
4754.5
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clauses 800 and 1211 SOR Item No.-13.12
16.48
-
11441.65
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) SOR Item No.-14.22
15.7
-
34285.7
... More
B.4 :: RIVER TRAINING AND PROTECTION WORKS Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder SOR Item No.-14.5 I
168.38
-
1598.78
... More
Eartwork in excavation for structure as per drawing and technical specifications Clauses 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. (Ordinary Soil) Manual Means . Upto 3 depth SOR Item No.-11.1 I
145.2
-
329.65
... More
Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9 SOR Item No.-11.2 I
13.6
-
869.36
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy Material SOR Item No.-12.1 A
84.6
-
998.52
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. SOR Item No.-11.4 II (i)
36.24
-
4915.03
... More
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203. SOR Item No.-11.6
60.6
-
4186.68
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. SOR Item No.-12.4 I (i)
100.8
-
4366.89
... More
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, 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. Clauses 614, 709, 1204.3.7 SOR Item No.-12.9
88
-
114.8
... More
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204. SOR Item No.-12.2
20.08
-
770.7
... More
Providing PCC M-20 architectural coping on the tip of wing wall, return wall etc. complete as per drawing and technical specification clause 615,710 and 1204.3.11 SOR Item No.-12.13
3
-
323.36
... More
Metal Beam Crash Barrier
Metal Beam Crash BarrierType-A "W" : Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick comugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process all fittings to conform to IS : 1367 and IS : 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
(Rate taken from SOR of RCD, Jharkhand 2018) SOR Item No.-8.23 (A)
60
-
3047
... More
B.5 :: APPROACH ROAD 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. By Manual Means In area of non-thorny jungle SOR Item No.-22 I A
0.18
-
57699.09
... 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 1000 m as per Technical Specification Clause 301.5 SOR Item No.-3.4
3021.02
-
280.92
... More
B.6 :: MISCELLANEOUS. Confirmatory Boring (in Soil) Confirmatory Boring (in Rock) SOR Item No.-9.2.2 9.2.1.1
2
-
20000
... More
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. SOR Item No.-10.16
2
-
12461.04
... More
Maintainance for 1st year
1
-
19956.06
... More
Maintainance for 2nd year
1
-
39912.12
... More
Maintainance for 3rd year
1
-
47894.54
... More
Maintainance for 4th year
1
-
55876.96
... More
Maintainance for 5th year
1
-
63859.39
... More
Bridge-4 Construction of Bridge Over Local Nala at CH: 4+200 KM on MRL08-T04 Charka Khurd to Bihar Simana in Pratappur Block of Chatra District , Length of Bridge - 38.72m; Package No.- JH02RD-07-Br-I B.1 :: FOUNDATION 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. Ordinary soil Manual Means upto 3 m depth SOR Item No.-11.1 I A (i)
323.2
-
329.65
... More
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling SOR Item No.-11.2 (i)
107.8
-
869.36
... More
Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203
(Levelling course below Pile cap) PCC grade M15 Nominal mix 1:2.5:5 SOR Item No.-12.39 II (i)
12.25
-
1125.3
... More
Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 1203
(RCC in Pile cap + part of substructure below GL) RCC grade M25 SOR Item No.-12.38 B(i) V
213.29
-
4768.5
... More
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200 mm) Using Concrete Mixer SOR Item No.-12.25 A
160.8
-
8162.9
... More
Pile Load Test on Single vertical Pile in accordance with IS: 2911 (Part-IV) SOR Item No.-12.37
222.51
-
5300
... More
Providing Steel liner 10mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing SOR Item No.-12.22
9.82
-
96046.66
... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 SOR Item No.-11.8
37.45
-
94010.15
... More
B.2 :: SUBSTRUCTURE Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Height upto 5m RCC M25 SOR Item No.-12.5 IV
71.14
-
6326.63
... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications
Hieght uptp 5m
RCC Grade M30 using batching plant, transit mixer & concrete pump. SOR Item No.-13.5G(p)(I) Case-I
1.44
-
5583.73
... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 SOR Item No.-12.7
13.95
-
94183.03
... 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 SOR Item No.-12.9
59
-
114.8
... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 SOR Item No.-12.10 (ii)
106.29
-
998.52
... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 SOR Item No.-12.11
248.07
-
1813.27
... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. SOR Item No.-12.12
161280
-
0.84
... More
B.3 :: SUPERSTRUCTURE Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RCC Grade M 30 Height 5m to 10m SOR Item No.-13.1 III (q)
156
-
6895.83
... More
Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 SOR Item No.-13.3
24.16
-
95613.66
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 SOR Item No.-13.5
25.74
-
13521.44
... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 SOR Item No.-13.6
91.52
-
3321.86
... More
Drainage Spouts complete as per drawing and Technical specification Clause 1209 SOR Item No.-13.10
16
-
1207.51
... More
P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 SOR Item No.-13.11(i)
8.24
-
4788.79
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification Clauses 800 and 1211 SOR Item No.-13.12
16.48
-
11480.22
... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.) SOR Item No.-14.22
23.55
-
34285.7
... More
B.4 :: RIVER TRAINING AND PROTECTION WORKS Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder SOR Item No.-14.5 I
101.66
-
1607.35
... More
Eartwork in excavation for structure as per drawing and technical specifications Clauses 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. (Ordinary Soil) Manual Means . Upto 3 depth SOR Item No.-11.1 I
413.82
-
329.65
... More
Sand filling in foundation trenches as per Drawing and Technical specification clauses 305.3.9 SOR Item No.-11.2 I
38.72
-
869.36
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification Clauses 1204.3.8 Sandy Material SOR Item No.-12.1 A
241.12
-
998.52
... More
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification clauses 802, 1202, & 1203. SOR Item No.-11.4 II (i)
103.3
-
4949.32
... More
Stone masonry work in cement mortar 1:3 for foundation complete as per drawing and technical specifications. Clauses 702, 704, 1202,& 1203. SOR Item No.-11.6
172.72
-
4229.54
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. SOR Item No.-12.4 I (i)
287.28
-
4409.75
... More
Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, 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. Clauses 614, 709, 1204.3.7 SOR Item No.-12.9
250
-
114.8
... More
Pointing with cement mortar (1:3) on brickwork in substructure as per Technical specifications Clauses 613.3 and 1204. SOR Item No.-12.2
57.22
-
770.7
... More
Providing PCC M-20 architectural coping on the tip of wing wall, return wall etc. complete as per drawing and technical specification clause 615,710 and 1204.3.11 SOR Item No.-12.13
8.55
-
323.59
... More
Metal Beam Crash Barrier
Metal Beam Crash BarrierType-A "W" : Metal Beam Crash Barrier
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick comugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process all fittings to conform to IS : 1367 and IS : 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
(Rate taken from SOR of RCD, Jharkhand 2020-21) SOR Item No.-8.23 (A)
60
-
2387.85
... More
B.5 :: APPROACH ROAD 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. By Manual Means In area of non-thorny jungle SOR Item No.-22 I A
0.15
-
57699.09
... 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 1000 m as per Technical Specification Clause 301.5 SOR Item No.-3.4
2758.95
-
280.92
... More
B.6 :: MISCELLANEOUS. Confirmatory Boring (in Soil) Confirmatory Boring (in Rock) SOR Item No.-9.2.2 9.2.1.1
3
-
20000
... More
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. SOR Item No.-10.16
2
-
12461.04
... More
Maintainance for 1st year
1
-
18280.84
... More
Maintainance for 2nd year
1
-
36561.68
... More
Maintainance for 3rd year
1
-
43874.02
... More
Maintainance for 4th year
1
-
51186.36
... More
Maintainance for 5th year
1
-
54842.53
... More
GST @ 18%
1
-
18
... More
Labour Cess @ 1%
1
-
1
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