Jharkhand State Rural Road Development Authority Tender
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Jharkhand State Rural Road Development Authority - JSRRDA Tender
Eprocure
Opening Date10 Jan 2020
Closing Date20 Jan 2020
Tender Amount₹ 1,99,36,000
Costs
EMD
₹ 3,99,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_CEJHR_87076_4Bid Award Id
ViewTender No
JH-XVI-II-KHU-11Tender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
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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.
11199
-
3.753
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.
15
-
129.08
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
2133.12
-
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
845
-
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)
4499.6
-
118.04
(Lead upto 250m))
2249.8
-
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.
4499.6
-
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
821.01
-
1655.19
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.
457.25
-
2106.8
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.
451.57
-
2110.9
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.
6021
-
43.45
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.
6021
-
14.4
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.
6021
-
152.22
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.
6021
-
53.24
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.
232.05
-
1230.39
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.
232.05
-
1736.23
Construction of un-reinforced, dowel jointed at expansion and construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days
13.64
-
6106.86
Roller compacted concrete pavement construction of roller compacted concrete pavement (RCCP) with coarse and fine aggregates conforming to IS:383 the size of coarse aggregate not exceeding 25mm with minimum aggregate etc clause 1502.
516.52
-
5385.33
Sila Nyas and Inauguration etc all complete job
1
-
10000
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.
3
-
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.
12
-
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)
46
-
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
30.5
-
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.
112.2
-
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
19.8
-
1736.23
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
26.4
-
4476.38
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
52.5
-
3313.15
Stone masonry in cement mortar (1:4) random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
43.2
-
3436.82
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
4.05
-
4644.83
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
39.6
-
102.83
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
156
-
145.77
Providing 1.5 mm thick cement punning -do -do- etc. all complete job as per specification and direction of E/I.
72
-
37.42
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
37.4
-
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.
30
-
1230.39
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
60
-
1736.23
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
56.88
-
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)
4.58
-
1230.39
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
6.68
-
4476.38
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
-
3313.15
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
-
5130.03
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
85.88
-
145.77
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
-
12.64
NP3 Hume pipe culverts in Double row of pipe
-
-
-
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
4.32
-
3313.15
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
36
-
145.77
RCC Culvert 1nx3mx2m
-
-
-
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.
82
-
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
2.55
-
1736.23
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
12.15
-
4476.38
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
56.47
-
3313.15
Random Rubble Stone masonary work in cement mortar (1:4) in super structure complete as per drawing and technical specification clause 802, 803, 1202 and 1203
27.6
-
3436.82
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
4.35
-
4644.83
Providing RCC (1:1½:3) in deck slab with approved quality of stone chips and clean coarse sand as per spec ification and direction of E/I.
8.1
-
6319.93
Providing RCC (1:1½:3) in Wearing coat with approved quality of stone chips and clean coarse sand as per spec ification and direction of E/I.
Wearing coat
2.03
-
6570.25
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
0.54
-
4476.38
Providing shuttering including strutting in slab as per specification and direction of E/I.
2.94
-
240.2
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
-
102.83
Providing MS 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.
Bed plate vide item no. 6
1.45
-
62815.76
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
49.44
-
145.77
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 specificition and directio of engineer incharge
3
-
275.81
Earthwork in back filling in foundation all complete job as per specification and direction of E/I.
10.83
-
127.64
Maintenance
-
-
-
For 1st Year
1
-
127541
For 2nd Year
1
-
179216
For 3rd Year
1
-
230902
For 4th Year
1
-
282577
For 5th Year
1
-
333315
(2)-T03 TO SEGIASAI BLOCK-SONUA LENGTH- 1.2K.M.
-
-
-
Setting out etc all complete job as per specification and direction of E/I
1.2
-
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.
5145
-
3.753
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.
15
-
129.08
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
969.24
-
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
40.85
-
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)
1395.84
-
118.04
(Lead upto 250m))
1046.88
-
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.
1046.88
-
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
356.43
-
1555.25
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.
206.54
-
2064.13
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.
163.93
-
2053.77
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.
2185.69
-
43.43
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.
2185.69
-
14.39
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.
2185.69
-
150.48
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.
2185.69
-
52.65
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.
90.68
-
1204.91
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.
90.68
-
1696.34
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,clause1501 of MoRD
102.26
-
6033.78
Roller compacted concrete pavement construction of roller compacted concrete pavement (RCCP) with coarse and fine aggregates conforming to IS:383 the size of coarse aggregate not exceeding 25mm with minimum aggregate etc clause 1502.
201.83
-
5312.25
Sila Nyas and Inauguration etc all complete job
1
-
10000
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
-
10864.25
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.
5
-
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)
19
-
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
13
-
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.
79.48
-
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
14.03
-
1696.34
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
18.7
-
4427.95
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
37.1875
-
3269.99
Stone masonry in cement mortar (1:4) random rubble masonry for superstructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
30.6
-
3393.65
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
2.87
-
4573.1
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
28.05
-
102.83
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
110.5
-
144.94
Providing 1.5 mm thick cement punning -do -do- etc. all complete job as per specification and direction of E/I.
51
-
37.42
Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
26.49
-
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.
21.25
-
1204.91
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
42.5
-
1696.34
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
56.88
-
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)
4.58
-
1204.91
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
6.68
-
4427.95
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
-
3269.99
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
-
5119.42
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
85.88
-
144.94
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
-
12.64
Stone masonry in cement mortar (1:4) random rubble masonry for foundation complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
2.16
-
3269.99
Plastering with cement mortar (1:4), 25mm thick on brick work in substructure as per technical specification.
18
-
144.94
Maintenance
-
-
-
For 1st Year
1
-
76170
For 2nd Year
1
-
110422
For 3rd Year
1
-
144680
For 4th Year
1
-
178540
For 5th Year
1
-
213188
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