Rural Works Department Tender
Search from across the categories, cities, and authorities to find the latest Jharkhand tenders. Every Jharkhand tender is curated from credible sources of government websites (eProcurement Jharkhand portal) and newspapers, thus ensuring the credibility of the information presented to you. For more information on Jharkhand tender bidder registration, the login process and more read the FAQs section on this page.
Costs
EMD
₹ 15,00,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Rwd/garhwa/32/srpkg-03/, (a) Nh-343 Narayanpur Anchla More To Anchla Gram (l-1.785km.) (b) Sukhbana Gate No-6 To Gurdi Gora River (5.590 Km) (c) Kalyanpur High School To Balhi Dam Kotwari Heliped Road (2.310 Km)
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_RWD_68865_1Bid Award Id
ViewTender No
RWD/GARHWA/32/SRPKG-03/2022-23Tender Authority
Rural Works Department ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction.
432.13
26964
62.4
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
502.57
26435
52.6
Granular Sub-base with Close Graded Material (Table:- 400-1)
By Mix in Place Method (Construction of granular sub-base by providing close 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)
for grading-I Material
259.28
788216
3040.02
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
172.85
688643
3984.05
Cement Concrete Pavement
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,
using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
958.5
6524039
6806.51
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
Ordinary Kilometer stone (Precast)
3
5222
1740.9
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
Hectometer stone (Precast)
8
4343
542.9
Boundary Pillar
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
41
22377
545.8
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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)
80 mm x 60 mm rectangular
4
25043
6260.9
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective 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)
1.8
24667
13704.3
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (with manual means in ordinary soil & Depth upto 3m)
354.95
19806
55.8
Sand filling
Filling and foundation trenches as per drawing and Technical Specification Clouse 305.3.9
16.12
12612
782.41
Construction of dry rubble flooring at cross drainage works for relatively less important works.complete as per drawings and technical specifications
26.14
62495
2390.51
PCC Grade M15 in Foundation
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
53.34
277337
5199.03
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonary in C.M. 1:3 in foundation in Drain & in Retaining Wall
150.1
670828
4469.21
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Random Rubble Masonary in C.M. 1:3 in substructure. in Drain & in Retaining Wall
57.5
257202
4473.08
Course Rubble Masonary (in cement mortar (1:4) in Foundation
stone masonry work in cement mortar in foundation complete as per drawing and technical specification Clouse 702,704,1202 & 1203
86.88
399184
4594.51
Course Rubble Masonary (in cement mortar (1:4) in Sub-Structure
stone masonry work in cement mortar for substructure complete as per drawing and technical specification Clouse 702,704,1202 & 1203
27.32
129261
4731.38
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
(P.C.C. Grade M-15 in Coping)
7.49
38879
5190.83
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
281.14
31332
111.45
Providing weep holes in Brick masonry /Plain / Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
128
14301
111.73
R.C.C. grade M-20
Plain/reinforced cement concrete in substructure complete as per drawing and technical specification Clouse 802,804,805,806,807,1202 & 1204 (for hight upto 5 m)
3.54
20039
5660.91
R.C.C. grade M-25
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
(for hight upto 5 m) in Dack Slab
4.68
28513
6092.61
Wearing Course M-30 grade Providing and laying cement concrete wearing course M-30 grade including reainforcement complete as per drwing complete as per drawing and technical specification Clouse 800, and 1206.3
1.91
23584
12348.12
Cement concrete pipe NP-4 600 mm dia
providing and laying reainforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head wall and parapets Clouse 1106
22.5
65623
2916.61
Cement concrete pipe NP-4 1000 mm dia
providing and laying reainforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head wall and parapets Clouse 1106
15
105112
7007.51
Filler Joint
Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing and technical specification
15
4033
268.9
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
0.67
59157
88295.29
(B) SUKHBANA GATE NO-6 TO GURDI GORA RIVER (5.590 Km) Clearing Grass and Removal of Rubbish
Clearing Grass and Removal of Rubbish up to distance of 30m outside the periphery of the area as per technical Specifiction Clouse 201.
By manual Means
1
19760
19760.3
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
(By Mechanical Means In area of light jungle)
1
88499
88499.5
Dismantling of Cement concreat pevment
Dismantling of Cement concreat pevment and disposaal of dismantled materials up to a lead of 1000 meters, staking serviceable and unserviceable materials separately (By Mechanical Means
138.94
61494
442.6
Compacting Orignal Ground
Loosening Levelling and Compacting orignal ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per technical Specification Clouse 301.4.1
150.05
9348
62.3
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
21583.84
2833958
131.3
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction.
1298.25
81010
62.4
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
1708.75
89880
52.6
Granular Sub-base with Close Graded Material (Table:- 400-1)
By Mix in Place Method (Construction of granular sub-base by providing close 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)
for grading-I Material
1020.13
3101215
3040.02
Wet Mix Macadam Providing, laying spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixing material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compecting with vibratory roller to achieve the desired density. as per Technical Specifiction
327.2
1106907
3382.97
Prime Coat SS-I
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of grangular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg / sqm using mechanical means as per Technical Specification Clouse 502
12270
1017551
82.93
Tack Coat (RS-I) (Granular surface ttreated with Primer)
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25- Kg / sqm on the prepared grangular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clouse 503
12270
202945
16.54
Tack coat (RS-I) (Bituminous Surface)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
12270
163804
13.35
Providing and laying (BM) 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.
674.85
6369106
9437.81
(SDBC) Semi- Dense Bituminous Concrete (Providing and laying Semi- Dense bituminous concrete with 100-120 TPH batch type HMP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) with VG-30 Grade Bitumen.
(ii) for Grading-II
306.75
3689441
12027.52
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
216.8
863742
3984.05
Cement Concrete Pavement
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,
using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
1514.93
10311386
6806.51
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
5TH Kilometer stone (Precast)
2
5858
2929.3
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
Ordinary Kilometer stone (Precast)
5
8704
1740.9
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
Hectometer stone (Precast)
23
12486
542.9
Boundary Pillar
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
100
54580
545.8
Road Markers/ Road Stud with Lense Reflector (Providing and fixing of Road Stud 100x100mm, dia cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphalitic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 Part 4:1973)
655
164601
251.3
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
654.4
382365
584.3
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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)
80 mm x 60 mm rectangular
5
31304
6260.9
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective 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)
1.8
24667
13704.3
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (with manual means in ordinary soil & Depth upto 3m)
979.13
54635
55.8
Construction of dry rubble flooring at cross drainage works for relatively less important works.complete as per drawings and technical specifications
6.1
14586
2390.51
PCC Grade M15 in Foundation
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
138.96
722436
5199.03
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonary in C.M. 1:3 in foundation in Drain & in Retaining Wall
678.21
3031062
4469.21
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Random Rubble Masonary in C.M. 1:3 in substructure. in Drain & in Retaining Wall
421.61
1885895
4473.08
Course Rubble Masonary (in cement mortar (1:4) in Foundation
stone masonry work in cement mortar in foundation complete as per drawing and technical specification Clouse 702,704,1202 & 1203
32.04
147217
4594.51
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
(P.C.C. Grade M-15 in Coping)
23.14
120115
5190.83
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
980.98
109330
111.45
Providing weep holes in Brick masonry /Plain / Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
459
51284
111.73
Cement concrete pipe NP-4 600 mm dia
providing and laying reainforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head wall and parapets Clouse 1106
15
43749
2916.61
(C) KALYANPUR HIGH SCHOOL TO BALHI DAM KOTWARI HELIPED ROAD (2.310 Km) Clearing Grass and Removal of Rubbish
Clearing Grass and Removal of Rubbish up to distance of 30m outside the periphery of the area as per technical Specifiction Clouse 201.
By manual Means
0.4
7904
19760.3
Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
(By Mechanical Means In area of light jungle)
0.4
35399
88499.5
Dismantling of Flexible Pavment
Dismantling of Flexible Pavment and disposaal of dismantled materials up to a lead of 1000 meters, staking serviceable and unserviceable materials separately (By Mechanical Means
128.1
29975
234
Dismantling of Cement concreat pevment
Dismantling of Cement concreat pevment and disposaal of dismantled materials up to a lead of 1000 meters, staking serviceable and unserviceable materials separately (By Mechanical Means
164.7
72896
442.6
Compacting Orignal Ground
Loosening Levelling and Compacting orignal ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per technical Specification Clouse 301.4.1
218.7
13625
62.3
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
3087.49
405387
131.3
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction.
497.81
31063
62.4
Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2)
483.88
25452
52.6
Granular Sub-base with Close Graded Material (Table:- 400-1)
By Mix in Place Method (Construction of granular sub-base by providing close 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)
for grading-I Material
646.99
1966862
3040.02
Wet Mix Macadam Providing, laying spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixing material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compecting with vibratory roller to achieve the desired density. as per Technical Specifiction
459.73
1555252
3382.97
Prime Coat SS-I
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of grangular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 Kg / sqm using mechanical means as per Technical Specification Clouse 502
3150
261229
82.93
Tack Coat (RS-I) (Granular surface ttreated with Primer)
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25- Kg / sqm on the prepared grangular surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clouse 503
3150
52101
16.54
Tack coat (RS-I) (Bituminous Surface)
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
3150
42052
13.35
Providing and laying (BM) 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.
157.5
1486455
9437.81
(SDBC) Semi- Dense Bituminous Concrete (Providing and laying Semi- Dense bituminous concrete with 100-120 TPH batch type HMP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) with VG-30 Grade Bitumen.
(ii) for Grading-II
78.75
947167
12027.52
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
115.13
458683
3984.05
Cement Concrete Pavement
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,
using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
1040.06
7079178
6806.51
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
Ordinary Kilometer stone (Precast)
4
6963
1740.9
Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
Hectometer stone (Precast)
10
5429
542.9
Boundary Pillar
Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
50
27290
545.8
Road Markers/ Road Stud with Lense Reflector (Providing and fixing of Road Stud 100x100mm, dia cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphalitic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 Part 4:1973)
162
40710
251.3
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
168
98162
584.3
Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective 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)
80 mm x 60 mm rectangular
4
25043
6260.9
Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective 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)
1.8
24667
13704.3
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (with manual means in ordinary soil & Depth upto 3m)
101.21
5647
55.8
Construction of dry rubble flooring at cross drainage works for relatively less important works.complete as per drawings and technical specifications
10.84
25917
2390.51
PCC Grade M15 in Foundation
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
13.85
71985
5199.03
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Random Rubble Masonary in C.M. 1:3 in foundation in Drain & in Retaining Wall
26.72
119417
4469.21
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Random Rubble Masonary in C.M. 1:3 in substructure. in Drain & in Retaining Wall
10.46
46788
4473.08
Course Rubble Masonary (in cement mortar (1:4) in Foundation
stone masonry work in cement mortar in foundation complete as per drawing and technical specification Clouse 702,704,1202 & 1203
32.04
147217
4594.51
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
(P.C.C. Grade M-15 in Coping)
3.99
20711
5190.83
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
101.51
11313
111.45
Providing weep holes in Brick masonry /Plain / Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
14
1564
111.73
R.C.C. grade M-25
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
(for hight upto 5 m) in Dack Slab
9.45
57575
6092.61
Cement concrete pipe NP-4 600 mm dia
providing and laying reainforced cement concrete pipe NP3 for culvert on first class bedding of granular material in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection work, backfilling, concrete and masonry work in head wall and parapets Clouse 1106
15
43749
2916.61
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
1.35
119198
88295.29
Goods & Service Tax (G.S.T.) -
62894665.19
11321039
0.18
Labour Cess -
74215704.92
742157
0.01
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements