Jharkhand State Rural Road Development Authority Tender
... More
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Costs
EMD
₹ 21,51,000Document Cost
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Refer Documents
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Tender for Construction
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Contact
Tender Id
2019_CEJHR_80100_1Bid Award Id
ViewTender No
JH24P2-KHU-05Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Scarifying Existing BT Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
19256.48
-
13.82
... 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)
11.42
-
322.95
... More
Dismantling of Rubble masonary/Brick masonary in cement mortar Vide SOR 2.6/2.7 (B)
70.9
-
211.66
... 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.
-
-
-
... More
(A) up to 600mm dia
45
-
144.46
... More
Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe
3826.04
-
22.38
... More
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
2357.67
-
104.34
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Construction of embankment with approved material obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
... More
(Free Lead)
3948.08
-
122.34
... More
(Lead upto 250m))
5922.11
-
161.73
... More
(Lead upto 1000m))
9870.19
-
281.43
... More
SUB-BASE COURSE Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.
636.85
-
1449.22
... More
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.
2390.9
-
610.11
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Water Macadam Base WBM Grading 2 (By manual means) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform 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.
812.45
-
1886.11
... More
Water Bound Macadam Base WBM Grading 3 (By manual 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 2 as per Technical Specification Clause 405.
1821.46
-
1910.28
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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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
23905.18
-
44.4
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Tack Coat : Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
23905.18
-
14.89
... More
20mm thick Open Graded Premix Carpet Carpet using Bituminous
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 Coarse 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 either Type A or Type B or Type C as per Technical Specification Clause 508.
23905.18
-
148.97
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Seal Coat (Type C) : -Providing, 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.
23905.18
-
48.8
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Providing and fixing of typical PMGSY informatory Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back onedges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stoe enameled on both sides. Lettering and printng arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy as per drawing.
2
-
9717.07
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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 aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
2
-
2462.42
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
2
-
3754.62
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Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
6
-
1428.18
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Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
26
-
413.3
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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)
103
-
390.2
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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
67.72
-
76.27
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SETTING OUT(Construction of Bench mark pillar and Reference piller as per drawing no-200.1 and 200.2 of standard Data Book for Rural Road -200.4 including setting out of culverts as per specification and direction of E/I)
6.43
-
9024.68
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Protection Work
-
-
-
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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.
1008
-
222.59
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Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
56
-
3725.27
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Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
644
-
3045.17
... 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
288
-
3164.66
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
12
-
3725.27
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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
396
-
102.72
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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
401.84
-
52.04
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Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
336
-
142.85
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HUME PIPE CULVERT 1nx1m dia
-
-
-
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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
55.16
-
222.59
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Bedding for pipe(ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
4.58
-
836.32
... More
Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
6.68
-
3725.27
... 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
62.88
-
3045.17
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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)
15
-
6473.56
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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
85.88
-
52.04
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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.
81.36
-
13.9
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R C C Culvert 1nx2mx1.4m
-
-
-
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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.
275.81
-
222.59
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Sand filling below brick masonry for levelling as per drawing and technical specification
29.09
-
836.32
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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
29.09
-
1624.62
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Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
36.15
-
3819.65
... 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
128.06
-
3045.19
... 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
51.69
-
3164.66
... More
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
40
-
102.72
... More
Providing PCC (1:2:4) in various components of barriage super structure etc all complete job as per specificationa nd direction of E/I.
0.96
-
3725.27
... More
Providing and fixing in position 25mm thick bituminous board in expansion joint etc all complete job as per specification and direction of E/I
7.2
-
271.92
... More
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
16.44
-
5160.66
... More
Providing PCC M-30 with nominal mix in Wearing coat etc all complete job as per specification and direction of E/I.
2.93
-
9260.92
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure (Drain cover) do-do all complete job as per Technical Specifications @ 70 Kg/m3 of concrete
2.9
-
56580.67
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
120.32
-
52.04
... More
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
53.42
-
142.85
... More
T08-JAIPUR TO RANIA SODE ROAD HATHNADA VIA TALDA
-
-
-
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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.
32580
-
4.19
... More
Scarifying Existing BT Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
20236.88
-
13.82
... 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)
1.9
-
322.95
... More
Dismantling of Rubble masonary/Brick masonary in cement mortar Vide SOR 2.6/2.7 (B)
5.4
-
211.66
... 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.
-
-
-
... More
(A) up to 600mm dia
7.5
-
144.46
... More
Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe
4396.23
-
22.38
... More
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
3124.82
-
104.34
... More
Construction of embankment with approved material obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
... More
(Free Lead)
4821.54
-
122.34
... More
(Lead upto 250m))
7232.31
-
161.73
... More
(Lead upto 1000m))
12053.85
-
281.43
... More
SUB-BASE COURSE Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.
1089.27
-
1788.63
... More
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.
2465.96
-
596.76
... More
Water Macadam Base WBM Grading 2 (By manual means) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform 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.
572.25
-
2774.11
... More
Water Bound Macadam Base WBM Grading 3 (By manual 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 2 as per Technical Specification Clause 405.
1684.42
-
2798.28
... 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
20435.45
-
44.8
... More
Tack Coat : Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
20435.45
-
15.02
... More
20mm thick Open Graded Premix Carpet Carpet using Bituminous
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 Coarse 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 either Type A or Type B or Type C as per Technical Specification Clause 508.
20435.45
-
164.56
... More
Seal Coat (Type C) : -Providing, 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.
20435.45
-
54.07
... More
Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio of 5:1 mm and with minimum cemnt content of 310 kg per cum, aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80-100 kN smooth wheel, tandem vibratory roller, to achieve, the designed flexural strength, finishing and curing as per drawings and Technical Specification Clause 1502
708.26
-
4955.15
... More
Providing and fixing of typical PMGSY informatory Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back onedges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stoe enameled on both sides. Lettering and printng arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy as per drawing.
2
-
9717.07
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
2
-
2462.42
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
2
-
3754.62
... More
Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
7
-
1428.18
... More
Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
29
-
413.3
... More
Boundary pillar: Reinforced cement concrete M-15 grade boundary pillars/Local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 704. (Boundary pillar/ FI Post)
117
-
390.2
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surface as per drawing and Technical Specification Clause 1701
76.65
-
76.27
... More
SETTING OUT(Construction of Bench mark pillar and Reference piller as per drawing no-200.1 and 200.2 of standard Data Book for Rural Road -200.4 including setting out of culverts as per specification and direction of E/I)
7.3
-
8479.18
... More
Drain
-
-
-
... More
Earthwork in excavation for foundation upto 3m depth as per drawing and technical specification Clause 1104.includding setting our, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
185.25
-
222.59
... More
Sand filling below brick masonry for levelling as per drawing and technical specification
21.38
-
596.76
... More
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
78.75
-
3586.72
... More
Providing P.C.C. & R.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.
24
-
4138.14
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
435
-
51.89
... More
Protection Work
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
252
-
222.59
... More
Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
14
-
4138.14
... More
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
161
-
3586.72
... 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
72
-
3706.21
... More
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
3
-
4138.14
... More
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
99
-
102.72
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
101.84
-
51.89
... More
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
84
-
142.85
... More
HUME PIPE CULVERT 1nx1m dia
-
-
-
... More
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious
27.58
-
222.59
... More
Bedding for pipe(ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
2.29
-
640.64
... More
Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
3.34
-
4138.14
... More
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
31.44
-
3586.72
... More
Providing and laying 1000mm dia reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar (1:2) but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets clause 1106 SOR 9.3 (B)
7.5
-
6749.53
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
42.94
-
51.89
... More
Providing white washing, three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
40.68
-
13.9
... More
Repair Culvert
-
-
-
... More
Providing Stone masonary in CM (1:4) in parapet - do- -do- etc. all complete job.
34.56
-
3586.72
... More
Providing 1.5mm CP in CM (1:3) do- -do- etc. all complete job.
288
-
37.05
... More
Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Floor
259.2
-
4362.68
... More
T24-DIYANKEL TO KUMANG
-
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical specification Clause 201.
14900
-
4.19
... More
Scarifying Existing BT Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
11437.5
-
13.82
... More
Dismantling of Rubble masonary/Brick masonary in cement mortar Vide SOR 2.6/2.7 (B)
12.83
-
211.66
... More
Compacting original ground supporting subgrade: Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of of Tables 300.1 and 300.2 for subgrade construction as per Technical Spe
2272.5
-
22.38
... More
Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
1374.1
-
104.34
... More
Construction of embankment with approved material obtained from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
-
-
-
... More
(Free Lead)
2198.59
-
122.34
... More
(Lead upto 250m))
3297.89
-
161.73
... More
(Lead upto 1000m))
5496.49
-
281.43
... More
SUB-BASE COURSE Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.
755.86
-
1408.92
... More
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.
1419.93
-
596.76
... More
Water Macadam Base WBM Grading 2 (By manual means) providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform 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.
397.57
-
1966.84
... More
Water Bound Macadam Base WBM Grading 3 (By manual 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 2 as per Technical Specification Clause 405.
1133.97
-
1991.01
... 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 1.2-1.5 kg/sqm using mechanical means as per Technical Specification Clause 502.
14195.55
-
44.67
... More
Tack Coat : Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
14195.55
-
14.97
... More
20mm thick Open Graded Premix Carpet Carpet using Bituminous
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 Coarse 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 either Type A or Type B or Type C as per Technical Specification Clause 508.
14195.55
-
150.79
... More
Seal Coat (Type C) : -Providing, 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.
14195.55
-
49.45
... More
Providing and fixing of typical PMGSY informatory Sign Board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6mm thick top and middle plate duly welded with MS flat iron 25mmx5m size on back onedges. The lower plate will be welded with MS angle iron frame of 25mmx25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm x 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stoe enameled on both sides. Lettering and printng arrows, border etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy as per drawing.
2
-
9717.07
... More
Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
2
-
2462.42
... More
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
2
-
3754.62
... More
Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
4
-
1428.18
... More
Reinforced cement concrete M-15 grade 200m stone (Precast) stone/Local stone of stadard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specification Clause 1703.
15
-
413.3
... More
Boundary pillar: Reinforced cement concrete M-15 grade boundary pillars/Local stone of standard design as per IRC:25 fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 704. (Boundary pillar/ FI Post)
60
-
390.2
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered/concrete surface as per drawing and Technical Specification Clause 1701
39.38
-
76.27
... More
SETTING OUT(Construction of Bench mark pillar and Reference piller as per drawing no-200.1 and 200.2 of standard Data Book for Rural Road -200.4 including setting out of culverts as per specification and direction of E/I)
3.75
-
10356.17
... More
Drain
-
-
-
... More
Earthwork in excavation for foundation upto 3m depth as per drawing and technical specification Clause 1104.includding setting our, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
367.5
-
222.59
... More
Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
52.5
-
3042.43
... 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
88.69
-
3691.45
... More
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
7.5
-
3691.45
... More
Providing R.C.C.M20 in sub structure (Drain cover) - do- do all complete job as per specification & direction of E/I.(Drain cover in separate pieces of size 1.6mx1m.)0.7 X70/100 =0.168 m (i.e.739 no. pieces of size 1.6mx1m)
33.6
-
5121.49
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure (Drain cover) do-do all complete job as per Technical Specifications @ 70 Kg/m3 of concrete
2.35
-
56596.35
... More
HUME PIPE CULVERT 1nx1m dia
-
-
-
... More
Excavation for Structures Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out,construction of shorting and bracing, removal of stumps and other deleterious
82.74
-
222.59
... More
Bedding for pipe(ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
6.87
-
640.64
... More
Plain Cement Concrete M15 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
10.02
-
3691.45
... More
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
94.32
-
3042.43
... More
Providing and laying 1000mm dia reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar (1:2) but excluding excavation, protection works, backfilling, concrete and masonry work in head walls and parapets clause 1106 SOR 9.3 (B)
22.5
-
6498.65
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
128.82
-
51.73
... More
Providing white washing, three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mash marks with jhama rubbing scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
122.04
-
13.9
... More
RCC Culvert 2n x 4m x 2.5m
-
-
-
... More
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)
416.35
-
222.59
... More
Providing and laying boulder pitching on slope over prepared filter media in embankment protection with stone boulders of minimum size 25kg laid by dry complete as per drawing and technical specification Clause 1301
20.67
-
1687.47
... More
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.
57.89
-
3691.45
... 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
180.44
-
3042.45
... 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
160.1
-
3161.92
... More
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
7.3975
-
4720.57
... More
Providing RCC (M-25) in Deck slab with approved quality of stone chips and clean coarse sand -do -do- as per specification and direction of E/I.
37.1025
-
4720.57
... More
Providing RCC (M-30) in Wearing coat with approved quality of stone chips and clean coarse sand -do -do- as per spec ification and direction of E/I.
7.3575
-
9240.62
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure (Drain cover) do-do all complete job as per Technical Specifications @ 70 Kg/m3 of concrete
4.45
-
56596.35
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
142.27
-
204.87
... More
Providing and fixing Asphalt Plug in expansion joints in culverts, filling the same with bitumen, cement and sand etc. including cost of all labours and materials all complete as per MOST specification and direction of E/I.
10.8
-
649.31
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (12.9)
40
-
102.72
... More
Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 (RWD 10.11)
18
-
390.2
... More
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. PCC Grade M-15
0.405
-
3691.45
... More
Bailing out of water
1
-
6930.69
... More
RCC 1n X 5m X 3M
-
-
-
... More
Earthwork in excavation in foundation trenches -do- -do- all complete job as per specification and direction of E/I.
266.87
-
222.59
... More
Providing coarse clean sand filling in foundation trenches including ramming and watering in layer not exceeding 100mm thick with all leads and lifts including cost of sand, labour, royalty and taxes all complete job as per specification and direction of E/I.
14.39
-
640.64
... More
Providing boulder soling duly packed including the cost of materials, royalty all taxes but excluding the cost of carriage etc -do- -do- all complete job as per direction of E/I.
19.19
-
1687.47
... More
Providing PCC M-15 with nominal mix of (1:3:6) etc as per specification -do- -do- all complete job as per specification and direction of E/I.
80.98
-
3797.68
... More
Providing rough dressed stone masonary in CM (1:4) in foundation and plinth -do- -do- etc all complete job as per specification and direction of E/I.
126.93
-
3042.45
... More
Providing rough dressed stone masonary in CM (1:4) in Super structure -do- -do- etc all complete job as per specification and direction of E/I.
95.09
-
3161.92
... More
Providing Weep holes -do- -do- all; complete job as per specification and direction of E/I.
32
-
102.72
... More
Providing PCC (1:2:4) in various components of barriage super structure etc -do- -do- all job complete as per specificationa nd direction of E/I.
0.8
-
3691.45
... More
Providing and fixing in position 25mm thick bituminous board in expansion joint etc -do -do- all complete job as per specification and direction of E/I
5.55
-
271.92
... More
Providng and laying RCC M25 with nominal mix of in base place of deck slab etc. etc -do -do- all complete job as per specification and direction of E/I
33.45
-
5138.71
... More
Providing PCC M-30 with nominal mix in Wearing coat -do- -do- all complete job as per specification and direction of E/I.
3.375
-
9240.62
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure (Drain cover) do-do all complete job as per Technical Specifications @ 70 Kg/m3 of concrete
2.2
-
56596.35
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
151.215
-
51.73
... More
Providing stone metal Gr-II (90mm to 45mm) with screening materials such as moorum etc all complete job as per specification and direction of E/I.
11.25
-
1966.84
... More
Providing and laying RCC M-300 with nominal mix in embankment etc -do- -do- all complete job as per specification and direction of E/I
22.5
-
9240.62
... More
Painting post etc with two coats of enamel paint of approved shade and make after clearing the surface etc area vide item no. 14
73.28
-
76.27
... More
Earthwork in back filling in foundation and plinth etc -do- -do- all complete job as per specification and direction of E/I. Qty 1/3 of item no. 1
88.96
-
142.85
... More
Providing and fixing at site precast 20mm dia and 75 cm long RCC (1:2:4) with nominal reinforcement F.I. post including cost of earth cutting -do -do- all complete job.
16
-
390.2
... More
T01-Murhu to Keora road
-
-
-
... More
Maintenance
-
-
-
... More
For 1st Year
1
-
313700
... More
For 2nd Year
1
-
438450.5
... More
For 3rd Year
1
-
566461.39
... More
For 4th Year
1
-
700992.08
... More
For 5th Year
1
-
817170.3
... More
T08-JAIPUR TO RANIA SODE ROAD HATHNADA VIA TALDA
-
-
-
... More
Maintenance
-
-
-
... More
For 1st Year
1
-
337730.69
... More
For 2nd Year
1
-
470858.42
... More
For 3rd Year
1
-
609579.21
... More
For 4th Year
1
-
738513.86
... More
For 5th Year
1
-
867449.5
... More
T24-DIYANKEL TO KUMANG
-
-
-
... More
Maintenance
-
-
-
... More
For 1st Year
1
-
218402.97
... More
For 2nd Year
1
-
309378.22
... More
For 3rd Year
1
-
396490.1
... More
For 4th Year
1
-
485534.65
... More
For 5th Year
1
-
572522.77
... More
GST @ 12%
1
-
1
... More
Labour Cess @ 1%
1
-
1
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