Rural Works Department Tender
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Technical
Technical
Financial
Additional Eligibility
Technical Capacity
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The required prior work experience for the bidder is not explicitly mentioned, but it is stated that the bidder should have experience as a prime contractor, subcontractor, or in a similar capacity, with a total monetary value of turnover and civil construction works performed for each of the last five years. The bidder should have experience in construction works of similar value over the last five years, with certificates from concerned officers not below the rank of Executive Engineer or equivalent. The value and percentage of similar works completed are not explicitly mentioned. However, several packages are mentioned with their respective values and percentages, including:
- MGSY/24-25/Rosera/01 with a value of 1636.692 and a percentage of 26.367
- MGSY/24-25/Bikramganj/03 with a value of 619.122 and a percentage of 12.382
- MGSY/24-25/Nawada/02 with a value of 688.367 and a percentage of 13.767
- MGSY/24-25/Nawada/03 with a value of 444.298 and a percentage of 8.886
- MGSY/24-25/Biharsharif/03 with a value of 461.124 and a percentage of 9.222
- MGSY/24-25/Patna/02 with a value of 620.217 and a percentage of 12.404
- MGSY/24-25/Chakia/01 with a value of 1316.175 and a percentage of 23.162
- MGSY/24-25/Khagaria/01 with a value of 2481.292 and no percentage mentioned It is also mentioned that proposals for subcontracting components of the construction of roads and bridges, aggregating not more than 25 percent of the contract price, are allowed. The bidder should have a maximum value of civil engineering works executed in any year during the last five financial years, updated to the price level of the current financial year. The bidder's experience will be evaluated based on the "Number of years prescribed for completion of Construction of road bridge" and the "Value at the current price level of existing commitments and ongoing works". The bidder should have a minimum earnest money deposited, which varies depending on the estimated cost of the work, with a minimum of 2% of the total estimated cost for works costing up to 10 crores, and Rs. 20 lakhs plus 1% of the excess cost over 10 crores for works costing more than 10 crores.
Costs
EMD
₹ 18,94,300Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_RWD_141467_1Tender No
MGSY/24-25/Patna/03Tender Authority
Rural Works Department ViewPurchaser Address
-
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 1200 mm)
625
15552
-
... More
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
6.67
92847
-
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification RCC Grade M 35
352.35
7139
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M30 Height upto 5m
177.3
7562
-
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
7.54
4928
-
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.76
10451
-
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
94.64
3908
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
206.08
3188
-
... More
Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/ PSC Grade M-40
1.63
8352
-
... More
Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications
159055.2
-
-
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Plain/Reinforced cement concrete in super-structure complete as per drawing and technical specifications RCC Grade M35 Height upto 5m
85.92
8207
-
... More
Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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. 507 complete in all respects)
7.87
13905
-
... More
Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.)
196.65
1703
-
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
104.72
68336
-
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
23.09
68576
-
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
15.24
68784
-
... More
Strip Seal Expansion Joint
(Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
25.5
12614
-
... More
Asphaltic Plug joint (Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications.)
15
1407
-
... More
Drainage Spouts complete as per drawing and Technical specification
16
5080
-
... More
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
152
139
-
... More
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
151.12
93
-
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
52.44
1943
-
... More
Pile load test on single vertical pile in accordance with IS:2911 (part-iv)
-
-
-
... More
Vertical
250
300
-
... More
Horizontal
30
5000
-
... More
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 and backfilling with approved material.) Mechanical Means Depth upto 3 m
81.95
116
-
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
120.69
6150
-
... More
13-9-A Back filling behind abutment, wing wall and return wall complete as per drawing and Technical
specification
Granular material
43.5
3188
-
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
48.76
4154
-
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
Stone/Boulder
97.5
3847
-
... More
Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications
159055.2
-
-
... More
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
140.92
93
-
... More
Clearing and Grubbing Road Land
Clearingandgrubbingroadlandincludinguprootingwildvegetation,grass,bushes, shrubs, saplingsandtreesofgirthupto300mm, removalof stumpsof suchtree cut earlier and disposal of unserviceablematerials and stacking of serviceable material tobeusedor auctioned, uptoa leadof 1000mincluding removal and disposal of toporganicsoil not exceeding150mmin thicknessasperTechnical Specification Clause 201.
0.19
177831
-
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
1024.83
194
-
... More
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)
1159.38
196
-
... More
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method
Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
390
3945
-
... More
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method
Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
52.5
3945
-
... More
(Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
241.72
3813
-
... More
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)
151.59
4262
-
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Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
1934
43
-
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Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
1898.75
12
-
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Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rateof 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
1933.75
15
-
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Bituminous Macadam -II ( 19 mm nominal size ) (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)
94.94
10219
-
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Semi Dense Bituminous Concrete
47
13905
-
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
162
4154
-
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
Stone/Boulder
324
3847
-
... More
ROAD MARKINGS & SIGN BOARDS
-
-
-
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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.)
152.78
625
-
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Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 7 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.
-
-
-
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60 cm circular
2
5270
-
... More
Hazard marker
4
5136
-
... More
60 cm equilateral triangle
2
3956
-
... More
60 cm x 50 cm rectangular (Single Chevron)
5
5447
-
... More
Solar Powered Road Marker ( Solar Stud)
Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.
132
1538
-
... More
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, including all leads and lifts and removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per Technical Specifications Clause 201.
0.1
177831
-
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
2646.88
194
-
... More
Granular Sub-base with Close Graded Material (Table:- 400-1)
Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )
60.75
3945
-
... More
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe 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 works in head walls and parapets . )
30
9434
-
... More
LABOUR 1%
1
379903
-
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Seigniorage Fee
1
565310
-
... More
GST 18%
1
7008403
-
... More
Maintainance for 1st year
1
51103
-
... More
Maintainance for 2nd year
1
61501
-
... More
Maintainance for 3rd year
1
69353
-
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Maintainance for 4th year
1
74381
-
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Maintainance for 5th year
1
74381
-
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LABOUR 1%
1
3100
-
... More
Seigniorage Fee
1
1900
-
... More
GST 18%
1
60429
-
... More
Panchayat- sonama ke gram-Khanpur Badshahi pain par setu ka nirman karya.
-
-
-
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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 and backfilling with approved material.) Mechanical Means Depth upto 3 m
507.89
116
-
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
20.56
6150
-
... More
Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete as per drawing and & Technical Specification (Pile diameter - 1200 mm)
625
15552
-
... More
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing
6.67
92847
-
... More
Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification RCC Grade M 35
352.35
7139
-
... More
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M30 Height upto 5m
137.81
7562
-
... More
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
7.54
4928
-
... More
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
15.76
10451
-
... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
69.8
3908
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Granular material
152.21
3188
-
... More
Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC/ PSC Grade M-35
1.92
8555
-
... More
Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications
159055.2
-
-
... More
Plain/Reinforced cement concrete in super-structure complete as per drawing and technical specifications RCC Grade M30 Height upto 5mHeight
125.72
8532
-
... More
Bituminous Concrete Grading -II (Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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. 507 complete in all respects)
10.27
13905
-
... More
Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516.)
256.65
1703
-
... More
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
110.48
68336
-
... More
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
20.33
68576
-
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
20.75
68784
-
... More
Strip Seal Expansion Joint
(Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
25.5
12614
-
... More
Asphaltic Plug joint (Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications.)
15
1407
-
... More
Drainage Spouts complete as per drawing and Technical specification
16
5080
-
... More
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
97
139
-
... More
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
96.32
93
-
... More
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
68.44
1943
-
... More
Pile load test on single vertical pile in accordance with IS:2911 (part-iv)
-
-
-
... More
Horizontal
250
300
-
... More
Vertical
30
5000
-
... More
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 and backfilling with approved material.) Mechanical Means Depth upto 3 m
74.8
116
-
... More
Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15
110.16
6150
-
... More
13-9-A Back filling behind abutment, wing wall and return wall complete as per drawing and Technical
specification
Granular material
5.2
3188
-
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
15.62
4154
-
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
Stone/Boulder
31.22
3847
-
... More
Supplying , fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drwaing and technical specifications
159055.2
-
-
... More
Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
96.32
93
-
... More
Clearing and Grubbing Road Land
Clearingandgrubbingroadlandincludinguprootingwildvegetation,grass,bushes, shrubs, saplingsandtreesofgirthupto300mm, removalof stumpsof suchtree cut earlier and disposal of unserviceablematerials and stacking of serviceable material tobeusedor auctioned, uptoa leadof 1000mincluding removal and disposal of toporganicsoil not exceeding150mmin thicknessasperTechnical Specification Clause 201.
0.24
177831
-
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
1024.83
194
-
... More
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)
1490.63
196
-
... More
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method
Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
502
3945
-
... More
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method
Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
67.5
3945
-
... More
(Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
310.78
3813
-
... More
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)
194.91
4262
-
... More
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.
2486
43
-
... More
Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
2441.25
12
-
... More
Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rateof 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
2486.25
15
-
... More
Bituminous Macadam -II ( 19 mm nominal size ) (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction)
122.06
10219
-
... More
Semi Dense Bituminous Concrete
60
13905
-
... More
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
162
4154
-
... More
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
Stone/Boulder
324
3847
-
... More
ROAD MARKINGS & SIGN BOARDS
-
-
-
... More
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.)
191.21
625
-
... More
Retro- reflectorised Traffic signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Goverment Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from indian condition within 3 years of launching of product by the manufacture in abroad.Alternatively, a certificate conforming to ASTM specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally.In such a situation, the Employer/Client, if so desires could seek for a performance guarantee which would released after receipt a certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & proof of the same report shall be uploaded while quoting tendor. The retro reflective sheeting shall be covered under 7 years warranty to be provided from the original sheeting manufacturer, as per Clause 6.9 of IRC 67:2012. At the end of 7 years, the sheeting shall retain atleast 80% of its original retro-reflectance. When totally wet, the sheeting shall show not less than 90% of the value of the desired retro reflectance.
-
-
-
... More
60 cm circular
2
5270
-
... More
Hazard marker
4
5136
-
... More
60 cm equilateral triangle
2
3956
-
... More
60 cm x 50 cm rectangular (Single Chevron)
5
5447
-
... More
Solar Powered Road Marker ( Solar Stud)
Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.
166
1538
-
... More
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, including all leads and lifts and removal and disposal of top organic soil not exceeding 150 mm in thickness complete as per Technical Specifications Clause 201.
0.1
177831
-
... More
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
2646.88
194
-
... More
Granular Sub-base with Close Graded Material (Table:- 400-1)
Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )
60.75
3945
-
... More
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe 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 works in head walls and parapets . )
30
9434
-
... More
LABOUR 1%
1
395426
-
... More
Seigniorage Fee
1
626317
-
... More
GST 18%
1
7301599
-
... More
Maintainance for 1st year
1
65658
-
... More
Maintainance for 2nd year
1
78299
-
... More
Maintainance for 3rd year
1
88395
-
... More
Maintainance for 4th year
1
94860
-
... More
Maintainance for 5th year
1
94860
-
... More
LABOUR 1%
1
4220
-
... More
Seigniorage Fee
1
2379
-
... More
GST 18%
1
77160
-
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