Jharkhand State Rural Road Development Authority Tender
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EMD
₹ 31,50,000Document Cost
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Contact
Tender Id
2019_CEJHR_80045_1Bid Award Id
ViewTender No
JH11P2-HAZ-01Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Brick Masonary-
4711.05
-
211.66
Hume Pipe Removal-
105
-
144.46
Scarifying existing bituminous surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 m by Mechanical means (3.15)
18938
-
12.89
Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (2.14 I(A)
491.85
-
496.02
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately-2.15
491.85
-
936.86
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including royality @ Rs. 24.00 per cum, watering, rolling & compaction)
4226.65
-
104.34
Construction of sub grade and earthen shoulder (construction of Sub grade and earthen shoulders with approved material obtained from borrow area pits with all lifts and leads, transportation to site spreading grading to required slope and compacted to meet requirement of table no. 300-2) (Sor 3.4 E
12957.69
-
279.91
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 table 300-2. vide sor-3.3
1535.83
-
57.47
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 table 300-2.
-
-
-
(i) Free Lead- 60%
23510.17
-
122.34
(ii) Lead Upto 250 m-20%
5037.89
-
161.23
(iii) Lead Upto 500 m-20%
5037.89
-
201.13
Gravel/Soil-Aggregate Surface Course (Table 400.3) - Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 MOORUM
4350
-
610.12
Construction of granular sub-base by providing course graded Material Grading-2(Table:-400-2), mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
1425.22
-
1570.06
Water Macadam Base WBM Grading 2 (By mechanical means) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.: Grading of No. 2 Material (63-45 mm size) with screening material Type A and binding material,75 mm thick
394.03
-
2093.11
Water Bound Macadam Base WBM Grading 3 (By mechanical means) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.
3504.02
-
2117.28
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
35973.48
-
44.07
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
35973.48
-
14.87
Providing, laying and rolling of open-graded premix carpet with hot mix plant (30-40t per hour) of 20mm thickness composed of 13.2mm to 5.6 mm aggregates bitumen (S-90) to required line, grade and level to serve as wearing course on a previously prepared base, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type A as per Technical
35973.48
-
151.99
Seal Coat Type (c) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
35973.48
-
50.26
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing -vide 6.4
1330.76
-
5208.22
Panelled cement concrete pavement (Panelled cutting at Interval of 4 m, width 0.025m and thickness 0.075m) joints saw cut/polythene strip (See Cross section)
505
-
20.87
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing-(104-A-(i))
75.17
-
11133.49
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
5
-
11451.3
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.
2374.49
-
319.61
(i) 5th kilometre stone (precast)
2
-
2405.13
(ii) Ordinary kilometre stone (precast)
11
-
1428.18
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting
46
-
413.3
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
11.57
-
53.03
Providing and erecting MAINTENANCE BOARD retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing-10.3-A-1
1.8
-
11133.49
Providing and fixing of typical PMGSY LOGO 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.-10.16
2
-
9717.07
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
3.6
-
2177.24
DRAIN
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
1470
-
222.59
Providing and laying PCC M-150 with nominal mix of (1:2:4) on top of guard wall with graded coarse aggregate all complete job as per specification and direction of E/I.-vide SOR-11.4-III-I
210
-
4063.3
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204-VIDE SOR 11.6 -1-II
709.5
-
3369.24
Providing concrete for plain/reinforced concrete in Sub structure complete as per drawings and technical specification clause 802, 803, 1201 & 1203. (ii) PCC Grade M-20
60
-
4110.37
Providing concrete for plain/reinforced concrete in Sub structure complete as per drawings and technical specification clause 802, 803, 1201 & 1203. (ii) PCC Grade M-20-VIDE SOR 12.5-III
48
-
4687.17
Supplying, fitting and placing HYSD bar reinforcement in sub-structure (Drain cover) do-do all complete job as per Technical Specifications -12.6
1.2
-
55715.56
GUARD WALL (1.5M height)
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
1365
-
222.59
Providing and laying PCC M-150 with nominal mix of (1:2:4) on top of guard wall with graded coarse aggregate all complete job as per specification and direction of E/I.
182
-
4063.3
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
1245.73
-
3369.24
Providing and laying PCC M-20 with nominal mix of (1:2:4) on wall with graded coarse aggregate all complete job as per specification and direction of E/I.
19.5
-
4110.37
Providing Flush pointing with c.m.(1:3) etc all complete as per specification and direction of E/I
741
-
52.75
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
520
-
102.72
Providing granular filter media etc all complete as per specification and direction of E/I-12.11
468
-
1386.99
Providing painting two coats over concrete surface etc all complete as per specification and direction of E/I
780
-
76.27
R C C Culvert 1nx2mx1.4m
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.
3394.17
-
222.59
Sand filling below brick masonry for levelling as per drawing and technical specification-11.2-I
392.85
-
543.98
Providing and lying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no. fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301-14.1
392.85
-
1790.84
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
488.16
-
3971.34
Stone masonry in cement mortar (1:4) Coursed rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204-11.6-i-ii
1729.62
-
3369.24
Stone masonry in cement mortar (1:4) Coursed rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204-12.4-iii-ii
697.79
-
3497.63
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
540
-
102.72
Providing PCC (1:2:4) in various components of barriage super structure etc all job complete as per specificationa nd direction of E/I. Top of returns
12.96
-
4110.37
Providing and fixing in position 25mm thick bituminous board in expansion joint etc all complete job as per specification and direction of E/I
405
-
36.26
Providng and laying RCC M25 with nominal mix of in base place of deck slab etc. etc all complete job as per specification and direction of E/I
126.36
-
5286.76
Providing MS Tor steel reinforcement (8-16 mm dia Rod) as per approved design and drawing including cutting, bending, and binding and placing in position as per specification and direction of E/I.-13.4
29.97
-
51104.03
Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I-5.7.12
1624.32
-
134.92
Providing 1.5 mm thick cement punning etc. all complete job as per specification and direction of E/I.-5.7.11
266.98
-
37.05
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
390.69
-
142.85
R C C Culvert 2nx4mx2.5m
Earthwork in excavation for structures as per drawings and technical spepcification clause 305.1 including setting out constgruction of shoring and bracing removal of stumps and other deleterious material and disposal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material. (RWD 11.1)
391.75
-
222.59
Filling (Sand) in foundation trenches as per drawing and technical specification Clause 305.3.9 (RWD SOR 11.2)
19.19
-
543.98
Providing and laying of dry rubble flooring complate as per drawings and technical specification Clause 1303.3
19.19
-
1790.84
Providing cement concrete in foundation complete job as per drawing and technical specification clauses 702, 704, 1202 & 1203. . RWD Item no. 11.4 (II) (ii)-1:2.5:5 PCC M-15
53.46
-
3831.89
Stone masonry work in cement mortar in foundation (1:4) complete job as per drawing and technical specification clauses 702, 704, 1202 & 1203. . . 11.6 (III) (ii) Coursed rubble masonary 2nd sort (1:4)
167.01
-
3531
Stone masonry work in cement mortar in sub structure complete job as per drawing and technical specification clauses 702, 704, 1202 & 1204. Coursed rubble masonary 2nd sort (1:4)
141.14
-
3470.46
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (11.4) PCC M-20
6.44
-
4110.37
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses 800, 1205 and 1205.5 (DECK SLAB M-25)
30.92
-
5286.76
Supplying fitting and placing with MS Bar reinforcement (Fe 415) in sub structure complete as per drawing and technical specification clauses 1002, 1005, 1010 and 1202.
3.74
-
51104.03
Pointing (1:3) on stone work in parapet as per technical specifications clause 613.4 abd 1208.4
134.77
-
52.75
Providing and fixing Asphalt Plug in expansion joints in culverts, filling the same with bitumen, cement and sand etc. including cost of all labours and materials all complete as per MOST specification and direction of E/I.vide NH SOR-14.19
9
-
649.31
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (12.9)
40
-
102.72
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 (RWD 10.11)
18
-
390.2
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification clause 802, 803, 1201 & 1203. (ii) PCC Grade M-15
0.41
-
3861.89
Bailing out of water as per requirement at site & Direction of E.I
162
-
43.25
MAINTENANCE
For 1st Year
1
-
979534.01
For 2nd Year
1
-
1222750.86
For 3rd Year
1
-
1404254.52
For 4th Year
1
-
1687255.1
For 5th Year
1
-
1930498.4
(2)-T03 PWD Pandeybara Road to PWD Kendua Road , LENGTH-9.30 KM, BLOCK-CHAUPARAN
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
0.93
-
41943.45
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 metres.
-
-
-
Deck slab-
4.69
-
899.79
Brick Masonary-
69.75
-
211.66
Hume Pipe Removal-
90
-
144.46
Scarifying existing bituminous surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000 m by Mechanical means (3.15)
20109.38
-
13.82
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (including royality @ Rs. 24.00 per cum, watering, rolling & compaction)-3.5-i
3961.78
-
104.34
Construction of sub grade and earthen shoulder (construction of Sub grade and earthen shoulders with approved material obtained from borrow area pits with all lifts and leads, transportation to site spreading grading to required slope and compacted to meet requirement of table no. 300-2) (Sor 3.14 (b))
10379.03
-
163.25
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 table 300-2.
1980.89
-
57.47
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 table 300-2.- 3.14-abc
-
-
-
(i) Free Lead- 60%
17925.13
-
123.85
(ii) Lead Upto 250 m-20%
3841.1
-
163.25
(iii) Lead Upto 500 m-20%
3841.1
-
202.64
Gravel/Soil-Aggregate Surface Course (Table 400.3) - Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 MOORUM-4.11-i
3487.5
-
610.12
Construction of granular sub-base by providing course graded Material Grading-2(Table:-400-2), mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401-4.1 a 2
812.42
-
1372.69
Water Macadam Base WBM Grading 2 (By mechanical means) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.: Grading of No. 2 Material (63-45 mm size) with screening material Type A and binding material,75 mm thick -4.8-ii-(a)
406.21
-
1815.13
Water Bound Macadam Base WBM Grading 3 (By mechanical means) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80-100 kN in stages to proper grade and camber, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. 4.8-II-(A)
2010.94
-
1768.48
Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.-5.1-I
27080.63
-
44.17
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom-5.2-III
27080.63
-
14.9
Providing, laying and rolling of open-graded premix carpet with hot mix plant (30-40t per hour) of 20mm thickness composed of 13.2mm to 5.6 mm aggregates bitumen (S-90) to required line, grade and level to serve as wearing course on a previously prepared base, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type A as per Technical -5.9-II-II
27080.63
-
147.08
Seal Coat Type (C) Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
27080.63
-
48.18
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing -6.4
1354.04
-
5105.68
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing-10.4-B
37.67
-
2462.42
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing-10.3-B
2.7
-
2177.24
Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.-10.10-I-II-III
-
-
-
(i) 5th kilometre stone (precast)
1
-
2405.13
(ii) Ordinary kilometre stone (precast)
8
-
1428.18
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting-
37
-
413.3
Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces-10.5
9.3
-
76.27
Providing and erecting MAINTENANCE BOARD retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing-10.4-(B)
1.8
-
2462.42
Providing and fixing of typical PMGSY LOGO 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.10.16
2
-
9717.07
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
3.6
-
2177.24
PARAPET
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)
30
-
3219.34
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
2.5
-
3863.2
Plastering with cement mortar (1:3) 25mm thick on stone work in parapet as per technical specifications clause 613.4 abd 1208.4 SOR 12.3)
120
-
114.11
DRAIN
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
731.33
-
222.59
Providing and laying PCC M-150 with nominal mix of (1:2:4) on top of guard wall with graded coarse aggregate all complete job as per specification and direction of E/I.-12.5-2-II
104.48
-
3863.2
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204-11.6-II
352.98
-
3219.34
Providing concrete for plain/reinforced concrete in Sub structure complete as per drawings and technical specification clause 802, 803, 1201 & 1203. (ii) PCC Grade M-20-12.5-II-I
29.85
-
4328.37
Providing concrete for plain/reinforced concrete in Sub structure complete as per drawings and technical specification clause 802, 803, 1201 & 1203. (ii) PCC Grade M-20-12.5-III
23.88
-
4494.7
Supplying, fitting and placing HYSD bar reinforcement in sub-structure (Drain cover) do-do all complete job as per Technical Specifications 12.6
0.6
-
55748.49
GUARD WALL (1.5M height)
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
1286.25
-
222.59
Providing and laying PCC M-150 with nominal mix of (1:2:4) on top of guard wall with graded coarse aggregate all complete job as per specification and direction of E/I.
171.5
-
3863.2
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
1173.86
-
3219.34
Providing and laying PCC M-20 with nominal mix of (1:2:4) on wall with graded coarse aggregate all complete job as per specification and direction of E/I.
18.38
-
4328.37
Providing Flush pointing with c.m.(1:3) etc all complete as per specification and direction of E/I-12.2
698.25
-
52.11
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
490
-
102.72
Providing granular filter media etc all complete as per specification and direction of E/I-12.11
441
-
1386.99
Providing painting two coats over concrete surface etc all complete as per specification and direction of E/I-10.5
735
-
76.27
HUME PIPE CULVERT 1nx1m dia
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious
170.64
-
222.59
Bedding for pipe (ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
13.74
-
348.84
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109-11.4-I-I
20.04
-
3741.68
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
188.64
-
3219.34
Providing and laying 1000mm dia reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar (1:2) but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets clause 1106 SOR 9.3 (B)
45
-
6185.27
Plastering with cement mortar (1:4), 15mm thick on brick work in substructure as per technical specification.
257.64
-
114.11
Providing white washing, three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
244.08
-
13.9
R C C Culvert 1nx1mx1m
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.
47.71
-
222.59
Providing and lying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no. fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301-14.5-I
0.8
-
1577.49
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
7.16
-
3741.68
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
26.11
-
3219.34
Stone masonry in cement mortar (1:4) random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204-13.17-I
16.75
-
3402.43
Providing P.C.C. M-150 with nominal mix (1:2:4) with approved quality of stone chips 20mm to 6 mm size and clean coarse and sand of F.M 2.5 to 3.5 in foundation and plinth including mixing cement concrete in mixer, screening, all taxes and royalities with hire charges of machinery all complete job with cost of all labours and materials as per MOST specification and direction of E/I.
3.29
-
3863.2
Providing RCC (1:1½:3) in Deck slab with approved quality of stone chips and clean coarse sand -do -do- as per specification and direction of E/I.
Deck slab-13.1-II
2.52
-
5175.71
Providing RCC (1:2:4) in coping with with approved quality of stone chips and clean coarse sand -do -do- as per spec ification and direction of E/I.
0.38
-
4328.37
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
16
-
102.72
Providing TMT Tor steel reinforcement (10-12 mm dia Rod) as per approved design and drawing including cutting, bending, and binding and placing in position as per specification and direction of E/I.-13.3
0.61
-
56696.42
Plastering with cement mortar (1:4), 15 mm thick on stonework in substructure as per technical specification Clauses 613.4 & 1204
42.72
-
114.11
Back filling of foundation trenches or masonry work including watering, ramming and well compacting with all lead and lifts to achieve maximum dry density of 100 to 95% -do- -do- etc all complete job as per specification and direction of E/I. Clause 305.3.9
13.64
-
286.68
Providing and fixing 25mm thick expansion join in culverts filling the same with bitumen cement and sand etc. including the cost of all labour and materials all complete job as per specification and direction of engineer incharge
3
-
33.36
Maintenance For 1st Year
1
-
512599.04
For 2nd Year
1
-
689268.72
For 3rd Year
1
-
822270.97
For 4th Year
1
-
1023097.43
For 5th Year
1
-
1168644.84
GST @ 12%
1
-
1
Labour Cess @ 1%
1
-
1
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