Jharkhand State Rural Road Development Authority Tender
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Costs
EMD
₹ 6,97,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CEJHR_123095_4Bid Award Id
ViewTender No
PMGSY-III-NIT-63_2ndCallTender Authority
Jharkhand State Rural Road Development Authority ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
Back filling behind abutments, wing walls, and return walls with selected granular material of approved quantity including all leads and lifts, complete as per drg. and MORT&H specifications clause 305 &
clause 710.1.4 of IRC:78
111.84
-
749.61
... More
Providing & laying filter media behind abutments, wing walls, return walls and box structures with well packed material to the specified thickness with smaller size towards the soil and bigger size towards the wall complete with all leads and lifts as per drg. and MORT&H specifications clause 305 and clause 710.1.4 of IRC:78.
31.8
-
3219.85
... More
Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100.(a) M-10 grade
19.09
-
4643.4
... More
Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100. (d) M-30 grade
133.85
-
5957.77
... More
Providing & laying plain cement concrete / Reinforced Cement Concrete in sub-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2200 (.d) M-30 grade
121.76
-
5989.92
... More
Providing & laying Reinforced Cement Concrete in super-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2300 (.b) T Beam RCC Girder, Cross Girder & Deck Slab ( ii) M-30 grade
77.2
-
7301.93
... More
Supplying, placing and fixing TMT/HYSD bar reinforcement complete
as per drg. and MORT&H specifications section 1600. (a) For sub-structure
10.91
-
94183.03
... More
b) For super-structure with Crash Barrier/Railing
13.67
-
95613.66
... More
c) For foundations
9.77
-
94010.15
... More
Supply & fixing of bearings complete as per drg. and MORT&H specifications section 2000. (b) Elastomeric bearing
27000
-
0.84
... More
Providing & fixing of expansion joints complete as per drg. and
MORT&H specifications section 2600 ( a) 50mm vide strip seal joints
8.45
-
10290
... More
Providing & fixing drainage Spouts complete as per drawing &
MORT&H Specifications Clause 2705.
9
-
1207.51
... More
Providing & laying 75mm thick wearing course of M30 Concrete as
MORT&H specifications section 2700. New wearing coat
178.13
-
14112.59
... More
Providing cement concrete railing in M-25 grade including form work and reinforcement complete as per drawing & MORT&H Specifications sections 1500, 1600, 1700, 2200 & 2703.
33
-
3374.73
... More
Providing & laying plain cement concrete in levelling course under the approach slab complete as per drg. and MORT&H specifications sections 1700, 2100 and 2700. (a) M-15 grade
7.61
-
5353.23
... More
Providing & laying reinforced cement concrete in approach slab
including form work and excluding reinforcement. (a) M-30 grade
15.23
-
11886.32
... More
Providing & laying filter material underneath stone boulder pitching on slopes complete as per drg. and MORT&H specifications section 2500.
11.32
-
3333.6
... More
Providing & laying stone boulder pitching on slopes with cement mortar filled joints in 1:3 (1 cement : 3 coarse sand) complete as per drg. and
MORT&H specifications section 2500.
16.98
-
2823.14
... More
Providing weep holes in brick masonry / plain / reinforced concrete abutments, wing walls / return walls etc. with 100mm dia A.C. pipe, extending through the full width of structure with slope of IV:20H towards draining face complete as per drg. and MORT&H specifications clause 2706.
40
-
114.8
... More
Painting of Bridge No. and span arrangement as per drg., IRC:7-1971
and MORT&H specifications section 800.
328
-
80.4
... More
Confirmatory Boring (in Rock)
3
-
2200
... More
Providing and fixing of typical PMGSY informatory sign board with
Logo as per MORD specifications and drawing. Three MS Plates of 1.6
2
-
12461.04
... More
PMGSY Logo
1
-
2462.42
... More
Boundary Pillar
60
-
390.2
... More
APPROACH ROAD Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable
materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means
0.04
-
57699.09
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables
300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
500
-
143.06
... More
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
5
-
143.67
... More
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical
Specification Clause 303.5.2.
126
-
26.4
... More
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. For grading- II Material
42.53
-
2579.78
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed
material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. WMM
39.38
-
2792.71
... More
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. BM
13.13
-
9029.85
... More
Providing and laying semi dense bituminous Concrete with 100-120 TPH batch type hot mixplant producing an average output of 75 tonnesper hour using crushed aggregate of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete as per Technical Specification. SDBC
6.56
-
10725.53
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement)
cleaned with Hydraulic broom as per Technical Specification Clause 503.
262.5
-
19.31
... 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.
262.5
-
52.89
... More
MAINTENANCE 1st year
1
-
7340.69
... More
MAINTENANCE 2nd year
1
-
15989.41
... More
MAINTENANCE 3rd year
1
-
23944.99
... More
MAINTENANCE 4th year
1
-
30808.81
... More
MAINTENANCE 5th year
1
-
38856.61
... More
(2) HL BRIDGE VARAWAL NALA AT CHAINAGE 13+982 KM IN KEREDARI TO T05 VIA BUNDU KORLE ROAD, LENGTH-24.06M, BLOCK-KEREDARI, DISTRICT-HAZARIBAGH.Earthwork in excavation of foundations for structures including all leads and lifts complete as per drawings and MORT&H specifications clause 304.(a) In all types of soil
941.06
-
329.65
... More
Earthwork in excavation of foundations for structures including all leads and lifts complete as per drawings and MORT&H specifications clause 304. (b) In soft/ordinary rock
193.5
-
412.06
... More
Back filling behind abutments, wing walls, and return walls with selected granular material of approved quantity including all leads and lifts, complete as per drg. and MORT&H specifications clause 305 &
clause 710.1.4 of IRC:78
65.63
-
749.61
... More
Providing & laying filter media behind abutments, wing walls, return walls and box structures with well packed material to the specified thickness with smaller size towards the soil and bigger size towards the wall complete with all leads and lifts as per drg. and MORT&H specifications clause 305 and clause 710.1.4 of IRC:78.
24.36
-
3219.85
... More
Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100. (a) M-10 grade
19.35
-
4643.4
... More
Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100. (d) M-30 grade
135.54
-
5957.77
... More
Providing & laying plain cement concrete / Reinforced Cement Concrete in sub-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2200. (d) M-30 grade
121.76
-
5989.92
... More
Providing & laying Reinforced Cement Concrete in super-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2300.( b) T Beam RCC Girder, Cross Girder & Deck Slab ( ii) M-30 grade
77.2
-
7301.93
... More
Supplying, placing and fixing TMT/HYSD bar reinforcement complete
as per drg. and MORT&H specifications section 1600. (a) For sub-structure
10.34
-
94183.03
... More
Supplying, placing and fixing TMT/HYSD bar reinforcement complete
as per drg. and MORT&H specifications section 1600.(b) For super-structure with Crash Barrier/Railing
13.67
-
95613.66
... More
Supplying, placing and fixing TMT/HYSD bar reinforcement complete
as per drg. and MORT&H specifications section 1600. (c) For foundations
9.01
-
94010.15
... More
Supply & fixing of bearings complete as per drg. and MORT&H specifications section 2000. (b) Elastomeric bearing
27000
-
0.84
... More
Providing & fixing of expansion joints complete as per drg. and
MORT&H specifications section 2600 (a) 50mm vide strip seal joints
8.45
-
10290
... More
Providing & fixing drainage Spouts complete as per drawing &
MORT&H Specifications Clause 2705.
9
-
1207.51
... More
Providing & laying 75mm thick wearing course of M30 Concrete as
MORT&H specifications section 2700.New wearing coat
178.13
-
14112.59
... More
Providing cement concrete railing in M-25 grade including form work and reinforcement complete as per drawing & MORT&H Specifications sections 1500, 1600, 1700, 2200 & 2703.
33
-
3374.73
... More
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete excluding the cost of Reinforcement.
-
-
-
... More
Providing & laying plain cement concrete in levelling course under the approach slab complete as per drg. and MORT&H specifications sections 1700, 2100 and 2700.(a) M-15 grade
7.61
-
5353.23
... More
Providing & laying reinforced cement concrete in approach slab
including form work and excluding reinforcement. (a) M-30 grade
15.23
-
11886.32
... More
Providing & laying filter material underneath stone boulder pitching on slopes complete as per drg. and MORT&H specifications section 2500.
7.95
-
3333.6
... More
Providing & laying stone boulder pitching on slopes with cement mortar filled joints in 1:3 (1 cement : 3 coarse sand) complete as per drg. and
MORT&H specifications section 2500.
11.93
-
2823.14
... More
Providing weep holes in brick masonry / plain / reinforced concrete abutments, wing walls / return walls etc. with 100mm dia A.C. pipe, extending through the full width of structure with slope of IV:20H towards draining face complete as per drg. and MORT&H specifications clause 2706.
31
-
114.8
... More
Painting of Bridge No. and span arrangement as per drg., IRC:7-1971
and MORT&H specifications section 800.
328
-
80.4
... More
Confirmatory Boring (in Rock)
3
-
2200
... More
Providing and fixing of typical PMGSY informatory sign board with
Logo as per MORD specifications and drawing. Three MS Plates of 1.6
2
-
12461.04
... More
PMGSY Logo
1
-
2462.42
... More
Boundary Pillar
60
-
390.2
... More
APPROACH ROAD Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable
materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By Manual Means
0.03
-
57699.09
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables
300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
500
-
143.06
... More
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
5
-
143.67
... More
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical
Specification Clause 303.5.2.
90
-
26.4
... More
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. For grading- II Material
30.38
-
2579.78
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed
material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. WMM
28.13
-
2792.71
... More
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. BM
9.38
-
9029.85
... More
Providing and laying semi dense bituminous Concrete with 100-120 TPH batch type hot mixplant producing an average output of 75 tonnesper hour using crushed aggregate of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete as per Technical Specification. SDBC
4.69
-
10725.53
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement)
cleaned with Hydraulic broom as per Technical Specification Clause 503.
187.5
-
19.31
... 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.
187.5
-
52.89
... More
1st year
1
-
7340.69
... More
2nd year
1
-
15989.41
... More
3rd year
1
-
23944.99
... More
4th year
1
-
30808.81
... More
5th year
1
-
38856.36
... More
(3) HL BRIDGE VARAWAL NALA AT CHAINAGE 16+650 KM IN KEREDARI TO T05 VIA BUNDU KORLE ROAD, LENGTH-24.06M, BLOCK-KEREDARI, DISTRICT-HAZARIBAGH.Earthwork in excavation of foundations for structures including all leads and lifts complete as per drawings and MORT&H specifications clause 304.(a) In all types of soil
926.6
-
329.65
... More
Earthwork in excavation of foundations for structures including all leads and lifts complete as per drawings and MORT&H specifications clause 304.(b) In soft/ordinary rock
190.92
-
412.06
... More
Back filling behind abutments, wing walls, and return walls with selected granular material of approved quantity including all leads and lifts, complete as per drg. and MORT&H specifications clause 305 &
clause 710.1.4 of IRC:78
132.28
-
749.61
... More
Providing & laying filter media behind abutments, wing walls, return walls and box structures with well packed material to the specified thickness with smaller size towards the soil and bigger size towards the wall complete with all leads and lifts as per drg. and MORT&H specifications clause 305 and clause 710.1.4 of IRC:78.
34.58
-
3219.85
... More
Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100. a) M-10 grade
19.09
-
4643.4
... More
Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100. d) M-30 grade
133.85
-
5957.77
... More
Providing & laying plain cement concrete / Reinforced Cement Concrete in foundations / levelling course including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 and 2100. d) M-30 grade
152.18
-
5989.92
... More
Providing & laying Reinforced Cement Concrete in super-structure including form work but excluding the cost of reinforcement complete as per drg. and MORT&H specifications sections 1500, 1700 & 2300.ii) M-30 grade
77.2
-
7301.93
... More
Supplying, placing and fixing TMT/HYSD bar reinforcement complete
as per drg. and MORT&H specifications section 1600. a) For sub-structure
11.47
-
94183.03
... More
Supplying, placing and fixing TMT/HYSD bar reinforcement complete
as per drg. and MORT&H specifications section 1600. b) For super-structure with Crash Barrier/Railing
13.67
-
95613.66
... More
Supplying, placing and fixing TMT/HYSD bar reinforcement complete
as per drg. and MORT&H specifications section 1600. c) For foundations
10.7
-
94010.15
... More
Supply & fixing of bearings complete as per drg. and MORT&H specifications section 2000.b) Elastomeric bearing
27000
-
0.84
... More
Providing & fixing of expansion joints complete as per drg. and
MORT&H specifications section 2600 a) 50mm vide strip seal joints
8.45
-
10290
... More
Providing & fixing drainage Spouts complete as per drawing &
MORT&H Specifications Clause 2705.
9
-
1207.51
... More
Providing & laying 75mm thick wearing course of M30 Concrete as
MORT&H specifications section 2700.New wearing coat
178.13
-
14112.59
... More
Providing cement concrete railing in M-25 grade including form work and reinforcement complete as per drawing & MORT&H Specifications sections 1500, 1600, 1700, 2200 & 2703.
33
-
3374.73
... More
Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete excluding the cost of Reinforcement.
-
-
-
... More
Providing & laying plain cement concrete in levelling course under the approach slab complete as per drg. and MORT&H specifications sections 1700, 2100 and 2700.a) M-15 grade
7.61
-
5353.23
... More
Providing & laying reinforced cement concrete in approach slab
including form work and excluding reinforcement.a) M-30 grade
15.23
-
11886.32
... More
Providing & laying filter material underneath stone boulder pitching on slopes complete as per drg. and MORT&H specifications section 2500.
12.69
-
3333.6
... More
Providing & laying stone boulder pitching on slopes with cement mortar filled joints in 1:3 (1 cement : 3 coarse sand) complete as per drg. and
MORT&H specifications section 2500.
19.04
-
2823.14
... More
Providing weep holes in brick masonry / plain / reinforced concrete abutments, wing walls / return walls etc. with 100mm dia A.C. pipe, extending through the full width of structure with slope of IV:20H towards draining face complete as per drg. and MORT&H specifications clause 2706.
44
-
114.8
... More
Painting of Bridge No. and span arrangement as per drg., IRC:7-1971
and MORT&H specifications section 800.
328
-
80.4
... More
Confirmatory Boring (in Rock)
3
-
2200
... More
Providing and fixing of typical PMGSY informatory sign board with
Logo as per MORD specifications and drawing. Three MS Plates of 1.6
2
-
12461.04
... More
PMGSY Logo
1
-
2462.42
... More
Boundary Pillar
60
-
390.2
... More
APPROACH ROAD Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable
materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By Manual Means
0.03
-
57699.09
... More
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables
300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
500
-
143.06
... More
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
5
-
143.67
... More
Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical
Specification Clause 303.5.2.
90
-
26.4
... More
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.For grading- II Material
30.38
-
2579.78
... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed
material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406.WMM
28.13
-
2792.71
... More
Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.BM
9.38
-
9029.85
... More
Providing and laying semi dense bituminous Concrete with 100-120 TPH batch type hot mixplant producing an average output of 75 tonnesper hour using crushed aggregate of specified grading, premixed with bituminous binder @ 4.5 to 5 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tendem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete as per Technical Specification.SDBC
4.69
-
10725.53
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement)
cleaned with Hydraulic broom as per Technical Specification Clause 503.
187.5
-
19.31
... 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.
187.5
-
52.89
... More
Maintenance 1st year
1
-
7340.69
... More
Maintenance 2nd year
1
-
15989.41
... More
Maintenance 3rd year
1
-
23944.99
... More
Maintenance 4th year
1
-
30808.81
... More
Maintenance 5th year
1
-
38882.62
... More
GST @ 18%
1
-
18
... More
Labour Cess @ 1%
1
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