Jharkhand State Rural Road Development Authority Tender
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Jharkhand State Rural Road Development Authority - JSRRDA Tender
Civil And Construction
Eprocure
Opening Date14 Mar 2019
Closing Date25 Mar 2019
Tender Amount₹ 2,10,23,700
Costs
EMD
₹ 4,20,474Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Jh-xvi-ii-wsm-05
Description
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Contact
Tender Id
2019_CEJHR_76395_16Bid Award Id
ViewTender No
NIT NO 03Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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.
15400
-
3.75
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
2933.04
-
20.59
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
1970.7
-
93.23
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
-
-
-
Qty (Free Lead)
2378.56
-
118.04
(Lead upto 250m))
2378.56
-
151.79
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.
3171.41
-
254.4
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-III
1099.25
-
1746.35
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.
565.24
-
2598.95
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.
565.24
-
2580.17
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.
7536.52
-
43.19
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.
7536.52
-
14.32
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.
7536.52
-
154.35
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.
7536.52
-
53.89
Construction of cell fill roller compacted concrete pavement (RCCP) with coarse and fine aggregate conformng to IS:383, the size of coarse aggregate not exceeding 25mm with minimum aggregate cement ratio of 5:1 and with minimum cement content of 310 kg per cum, aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixer at optiumum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80-10 kN smooth wheel, tandem vibratory roller, to achieve the designed flexural strength, finishing and curing as per drawing and technical specification Clause 1502 under R&D PMGSY Project.
75.75
-
5404.64
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
-
9827.99
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
-
2326.26
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
-
3671.4
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.
2
-
1529.13
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.
9
-
426.58
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)
35
-
342.05
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
23
-
74.34
Protection Work
-
-
-
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.
93.5
-
198.89
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
16.5
-
2161.76
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
22
-
4699.3
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
43.75
-
3578.51
Stone masonry in cement mortar (1:4) random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
36
-
3702.18
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
3.38
-
4594.15
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
33
-
102.83
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
130
-
138.31
Providing 1.5 mm thick cement punning -do -do- etc. all complete job as per specification and direction of E/I.
60
-
37.42
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
31.17
-
127.64
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.
12.5
-
975.59
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
25
-
2161.76
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
142.2
-
198.89
Bedding for pipe (ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
11.45
-
975.59
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
16.7
-
4699.3
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
157.2
-
3578.51
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)
37.5
-
5427.32
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
214.7
-
138.31
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.
203.4
-
12.64
NP3 Hume pipe culverts in Double row of pipe
-
-
-
E/W in ex{avation 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)
-
-
-
Ordinary soil
40.9
-
198.89
Soft rock
4.54
-
273.48
Bedding for pipe (ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
11.97
-
975.59
Random Rubble Stone masonary work in cement mortar (1:4) in foundation complete as per drawing and technical specification clause 802, 803, 1202 and 1203
33.52
-
3578.51
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
-
5427.32
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
7.63
-
2161.76
Providing PCC (1:2:4) over head wall in coping.. -do- -do- etc all complete job as per specification and direction of E/I.
0.63
-
4594.15
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
36.18
-
138.31
White washing two coats on parapet walls as per technical specification clause 1915 SOR 15.13
42.48
-
12.64
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.
125.71
-
198.89
Sand filling below brick masonry for levelling as per drawing and technical specification
14.55
-
975.59
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
14.55
-
2161.76
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling Coarse below open foundation of Head walls as per drawings & Technical Specification Clause 1109
18.08
-
4699.3
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
64.06
-
3578.51
Stone masonry in cement mortar (1:4) random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
25.84
-
3702.18
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
20
-
102.83
Providing Centering including shuttering with propping in deck slab etc all complete job as per specification and direction of E/I.
15
-
240.2
Providing PCC (1:2:4) in various components of barriage super structure etc all job complete as per specificationa nd direction of E/I. Top of returns
0.48
-
4594.15
Providing shuttering including strutting and propping etc -do- -do- all complete job as per specification and direction of E/I.
14.79
-
240.2
Providing and fixing in position 25mm thick bituminous board in expansion joint etc all complete job as per specification and direction of E/I
3.6
-
275.81
Providng and laying RCC M200 with nominal mix of in base place of deck slab etc. etc all complete job as per specification and direction of E/I
4.68
-
6262.6
Providing PCC M-200 with nominal mix in Wearing coat all complete job as per specification and direction of E/I.
1.46
-
6500.37
Providing MS Tor steel reinforcement (8-16 mm dia Rod) as per approved design and drawing including cutting, bending, and binding and placing in position as per specification and direction of E/I.
1.11
-
62696.32
Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I
60.16
-
138.31
Providing 1.5 mm thick cement punning etc. all complete job as per specification and direction of E/I.
9.89
-
37.42
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
14.47
-
127.64
Maintenance
-
-
-
For 1st Year
1
-
108833
For 2nd Year
1
-
151233
For 3rd Year
1
-
193643
For 4th Year
1
-
236043
For 5th Year
1
-
277505
(2)- T07 to Ranaburu BLOCK- MANOHARPUR LENGTH-2.0 K.M.
-
-
-
Setting out etc all complete job as per specification and direction of E/I
2
-
4000
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.
10000
-
3.75
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
1818
-
20.59
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
799.83
-
93.23
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
-
-
-
Qty (Free Lead)
5006.79
-
118.04
(Lead upto 250m))
1251.7
-
151.79
Sub grade: Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.
3636
-
119.36
Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 250m as per Technical Specification 301.4.1
-
-
-
75% of total Quantity
787.8
-
153.11
25% of total Quantity
262.6
-
186.88
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-III CEMENT TREATED @5%
666.6
-
2578.73
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. GRADING-II CEMENT TREATED @5%
606
-
2742.24
PRIME COAT (i) Low porosity
Providing and applying primer coat with Bitumen 80/100 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
6060
-
42.9
Surface dressing using Bituminous Emulsion ( Nominal chipping size 13.2 mm)
Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
6060
-
109.94
Surface dressing using Bituminous Emulsion ( Nominal chipping size 9.5 mm) Providing and laying surface dressing as wearing course consisting of a layer of bitumen emulsion laid on the prepared surface, followed by a cover of crushed stone chippings of specified size and rolling with 80-100 kN roller including cleaning the road surface as per Technical Specification Clause 507.
6060
-
97.8
Sila Nyas and Inauguration etc all complete job as per specification and direction of E/I
1
-
-
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
-
9827.99
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
-
2326.26
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
-
1560.85
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.
2
-
1529.13
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.
8
-
426.58
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)
40
-
396.64
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
25
-
74.34
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
142.2
-
198.89
Bedding for pipe (ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
11.45
-
1008.47
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
16.7
-
4884.36
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
157.2
-
3752.52
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)
37.5
-
5411.39
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
214.7
-
139.75
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.
203.4
-
12.64
NP3 Hume pipe culverts in Double row of pipe
-
-
-
E/W in ex{avation 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)
-
-
-
Ordinary soil
40.9
-
198.89
Soft rock
4.54
-
273.48
Bedding for pipe (ii) Type A (First Class) Bedding on well compacted sand, moorum or approved granular material as per clauses 1105 (ii)
11.97
-
1008.47
Random Rubble Stone masonary work in cement mortar (1:4) in foundation complete as per drawing and technical specification clause 802, 803, 1202 and 1203
33.52
-
3752.52
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
-
5411.39
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
7.63
-
2350.1
Providing PCC (1:2:4) over head wall in coping.. -do- -do- etc all complete job as per specification and direction of E/I.
0.63
-
4756.04
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
36.18
-
139.75
White washing two coats on parapet walls as per technical specification clause 1915 SOR 15.13
42.48
-
12.64
Maintenance
-
-
-
For 1st Year
1
-
104395
For 2nd Year
1
-
147996
For 3rd Year
1
-
191601
For 4th Year
1
-
235202
For 5th Year
1
-
278805
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