Uttar Pradesh Rural Road Development Agency Tender
View complete overview of Uttarakhand UPRRDA Tender
Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Jan 2022
Closing Date27 Apr 2022
Tender Amount₹ 27,46,81,000
Costs
EMD
₹ 54,94,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPRRD_115674_68Tender No
6398/T-252/UPRRDA/2021-22 Dt 7-1-22Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
... 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 . Trenches For GSB
2801.05
407440
145.46
... More
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
14790.79
1543714
104.37
... More
Construction of Embankment with approved soil with a lift upto 1.5 m and lead 1000 mts laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
1848
194945
105.49
... More
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
6345.18
669226
105.47
... More
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads 1000 mts, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
1644.24
175292
106.61
... More
Dismantling of flexible and granular pavements and Spreading in the proposed width using grader in required camber and compacting to required degree of compaction separately as per Technical Specification Clause 202 (Granular Courses)
3171
521090
164.33
... 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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)
412.05
1667030
4045.7
... More
Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
9711.21
36514149
3760
... 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502
41484
1768462
42.63
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
82459
1126389
13.66
... More
Providing and laying of Paving fabrics Geosynthectic materials eithre non-woven paving fabric or fibre glass coated grid over stablized surface , including preparation of surface and joining , stitching or overlapping of geosynthetic fabric etc, as part of highway pavement strengthening in layers as per Technical Specification Clause 708 of MoRTH
41484
3111300
75
... More
Providing and laying bituminous concrete with 100-120 TPH batch type 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 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. 509 complete in all respects
1244.52
16124909
12956.73
... More
Construction of Panel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbasewith 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate no exceeding 25mm, mixed in a concrete mixer of not less that 0.2 cum capacity and appropriate weigh batcher uusing approved mix design , laid in approved fixed side formwork ( Steel Channel, Laying and fixing of 125 micron thiock polythene film , wedges, steel plates including levelling th formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and fininshedin continous operation including provision of contraction and expansion, construction joints , applying debonding strips, primer, sealant , dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days. curing compound ( Where specified ) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCc Grade M-30 Each Panesl ( 0.50 X0.50 ) thickness 100mm
68.75
720389
10478.39
... More
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
675
317594
470.51
... More
Providing and fixing of precast RCC Level Pillars in M15 ( 1:2.5:5 ) Nominal Mix having section .15X.15 M and Length 1.5 M which will be reused as Boundry/Guard Stones on curves including painting with specified colours after completion of work) as per drawing and technical specifications
273
120406
441.05
... More
Providing and fixing of Reference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.30 M above ground level in B/W 1:3 as per drawing and technical specifications
31
41684
1344.66
... More
Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
3
60057
20019.24
... More
Providing and fixing of Logo sign board A and B at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
4
30230
7557.53
... More
Providing and fixing of reflective Citizen information sign board A and B with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
3
59095
19698.48
... More
Providing and fixing of semi reflective curvature board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
20
37052
1852.64
... More
Providing and fixing of semi reflective Village Sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
9
16673
1852.64
... More
Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
37243
18621.65
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 5th Kilometer Stone (Precast)
1
4803
4803.18
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast)
8
23663
2957.96
... More
Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 200 m Stone (Precast)
30
21811
727.06
... More
Painting lines, dashes, arrows, etc. on roads with 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 in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
1490
920820
618
... More
Supply and Fixing of Pavement Maker (Cat Eye) Type X- ASTMD-4956-04 Avery denision /3-M (USA MAKE) consisting of ASA Plastic housing fitted with tightly adherent ploting compound. The housing shall contain prismatic to Glass covered prismatic reflecting face to reflect incident light
1500
487500
325
... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 (Drain Cover)
51.3
548278
10687.69
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
4.03
202676
50291.89
... More
Construction of Speed Breaker in full road way width in 3.70 Km longitudinal length with 100 mm thickness in midle 1.70 m length laid over previously laid bituminous surfacing course and previously laid base course on shoulders including zebra white epoxy painting in alternate pannel of size 50 cm x 50 cm in four rows along the edges.
44
132793
3018.04
... More
Providing & laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and techinical Specification Clause 1504 (Laid over previously prepared subbase using 100mm thick GSB, excluding cost of GSB )
4120.5
3081145
747.76
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
1227.83
381020
310.32
... More
Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
300.06
2413532
8043.5
... More
Brick masonry work in cement mortar in sub structure complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1:4)
74.94
491867
6563.48
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
151.95
11630
76.54
... More
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
112.5
11741
104.37
... More
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
3395.9
751139
221.19
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
165.57
14959
90.35
... More
Providing and fixing of precast RCC Guard Stone in M20 ( 1;2:4 ) Nominal Mix having section 0.25x0.25 M and Length 1.0 M fixed in M10 concrete of section 0.50x0.50 m in thickness 0.40 M as per drawing and technical specifications
12
17784
1482.04
... More
Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9
32.58
135220
4150.4
... More
Laying Cement Concrete 450mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet
150
365769
2438.46
... More
Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (1X1000)
30
193679
6455.99
... More
Brick masonry work in 1:3 cement mortar in substructure complete except pointing and plastering, as per drawing and technical specification MORD 602, 603, 604, 900, 1202 & 1204
448
3035114
6774.81
... More
P.C.C grade M-20 (1:2:4) nominal mix
Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification. MORD 802, 804, 805, 806, 807, 900, 1202 & 1204
32
269576
8424.26
... More
Package No : UP 20122 Name of Road : T-01 to T-02 , Road Length: 5 KM
-
-
-
... More
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. Non thorny jungle) ( By Mechanical Means)
16800
98616
5.87
... More
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
8259.9
862085
104.37
... More
Construction of Embankment with approved soil with a lift upto 1.5 m and lead 1000 mts laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
444.83
46925
105.49
... More
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
4261.3
449439
105.47
... More
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads 1000 mts, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
812.16
86584
106.61
... 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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)
652.5
2551333
3910.09
... More
Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
4215.33
15849640
3760
... 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502
18948.75
807027
42.59
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
37323.75
509469
13.65
... More
Providing and laying bituminous concrete with 100-120 TPH batch type 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 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. 509 complete in all respects
568.46
7268744
12786.73
... More
Providing and laying of Paving fabrics Geosynthectic materials eithre non-woven paving fabric or fibre glass coated grid over stablized surface , including preparation of surface and joining , stitching or overlapping of geosynthetic fabric etc, as part of highway pavement strengthening in layers as per Technical Specification Clause 708 of MoRTH
18948.75
1421156
75
... More
Construction of Panel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbasewith 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate no exceeding 25mm, mixed in a concrete mixer of not less that 0.2 cum capacity and appropriate weigh batcher uusing approved mix design , laid in approved fixed side formwork ( Steel Channel, Laying and fixing of 125 micron thiock polythene film , wedges, steel plates including levelling th formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and fininshedin continous operation including provision of contraction and expansion, construction joints , applying debonding strips, primer, sealant , dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days. curing compound ( Where specified ) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCc Grade M-30 Each Panesl ( 0.50 X0.50 ) thickness 100mm
46.88
483845
10320.93
... More
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
337.5
158797
470.51
... More
Providing and fixing of precast RCC Level Pillars in M15 ( 1:2.5:5 ) Nominal Mix having section .15X.15 M and Length 1.5 M which will be reused as Boundry/Guard Stones on curves including painting with specified colours after completion of work) as per drawing and technical specifications
181
78865
435.72
... More
Providing and fixing of Reference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.30 M above ground level in B/W 1:3 as per drawing and technical specifications
21
27940
1330.49
... More
Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
39959
19979.53
... More
Providing and fixing of Logo sign board A and B at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
3
22613
7537.67
... More
Providing and fixing of reflective Citizen information sign board A and B with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
39317
19658.77
... More
Providing and fixing of semi reflective curvature board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
16
29339
1833.69
... More
Providing and fixing of semi reflective Village Sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
4
7334
1833.69
... More
Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
37163
18581.93
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 5th Kilometer Stone (Precast)
1
4740
4740.86
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast)
5
14575
2915.11
... More
Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 200 m Stone (Precast)
20
14388
719.44
... More
Painting lines, dashes, arrows, etc. on roads with 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 in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
102.9
63592
618
... More
Supply and Fixing of Pavement Maker (Cat Eye) Type X- ASTMD-4956-04 Avery denision /3-M (USA MAKE) consisting of ASA Plastic housing fitted with tightly adherent ploting compound. The housing shall contain prismatic to Glass covered prismatic reflecting face to reflect incident light
98
31850
325
... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 (Drain Cover)
34.2
359257
10504.61
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.68
134782
50291.89
... More
Construction of Speed Breaker in full road way width in 3.70 Km longitudinal length with 100 mm thickness in midle 1.70 m length laid over previously laid bituminous surfacing course and previously laid base course on shoulders including zebra white epoxy painting in alternate pannel of size 50 cm x 50 cm in four rows along the edges.
60
178563
2976.05
... More
Providing & laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and techinical Specification Clause 1504 (Laid over previously prepared subbase using 100mm thick GSB, excluding cost of GSB )
2025
1514214
747.76
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
349.78
108543
310.32
... More
Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
78.7
619703
7874.25
... More
Brick masonry work in cement mortar in sub structure complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1:4)
48.06
313995
6533.4
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
85.1
6482
76.18
... More
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
75
7827
104.37
... More
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
850.28
185658
218.35
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
77.34
6987
90.35
... More
Providing and fixing of precast RCC Guard Stone in M20 ( 1;2:4 ) Nominal Mix having section 0.25x0.25 M and Length 1.0 M fixed in M10 concrete of section 0.50x0.50 m in thickness 0.40 M as per drawing and technical specifications
6
8749
1458.3
... More
Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9
14.1
56608
4014.79
... More
Laying Cement Concrete 450mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet
75
181500
2420.01
... More
Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (1X1000)
15
96146
6409.76
... More
Brick masonry work in 1:3 cement mortar in substructure complete except pointing and plastering, as per drawing and technical specification MORD 602, 603, 604, 900, 1202 & 1204
112
755408
6744.72
... More
P.C.C grade M-20 (1:2:4) nominal mix
Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification. MORD 802, 804, 805, 806, 807, 900, 1202 & 1204
8
66124
8265.6
... More
Package No : UP 20123 Name of Road : Mahdaha to Majuri Marg , Road Length: 7.2 KM
-
-
-
... More
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. Non thorny jungle) ( By Mechanical Means)
21200
124444
5.87
... More
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
8068.19
842076
104.37
... More
Construction of Embankment with approved soil with a lift upto 1.5 m and lead 1000 mts laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
1212.55
127911
105.49
... More
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
5378.53
567273
105.47
... More
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads 1000 mts, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
1928.88
205637
106.61
... 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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)
187.65
789113
4205.24
... More
Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
6017.95
22627492
3760
... 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502
23827.5
1016481
42.66
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
47077.5
643549
13.67
... More
Providing and laying of Paving fabrics Geosynthectic materials eithre non-woven paving fabric or fibre glass coated grid over stablized surface , including preparation of surface and joining , stitching or overlapping of geosynthetic fabric etc, as part of highway pavement strengthening in layers as per Technical Specification Clause 708 of MoRTH
23827.5
1787062
75
... More
Providing and laying bituminous concrete with 100-120 TPH batch type 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 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. 509 complete in all respects
714.83
9404139
13155.77
... More
Construction of Panel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbasewith 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate no exceeding 25mm, mixed in a concrete mixer of not less that 0.2 cum capacity and appropriate weigh batcher uusing approved mix design , laid in approved fixed side formwork ( Steel Channel, Laying and fixing of 125 micron thiock polythene film , wedges, steel plates including levelling th formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and fininshedin continous operation including provision of contraction and expansion, construction joints , applying debonding strips, primer, sealant , dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days. curing compound ( Where specified ) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCc Grade M-30 Each Panesl ( 0.50 X0.50 ) thickness 100mm
468.75
4998548
10663.57
... More
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
337.5
158797
470.51
... More
Providing and fixing of precast RCC Level Pillars in M15 ( 1:2.5:5 ) Nominal Mix having section .15X.15 M and Length 1.5 M which will be reused as Boundry/Guard Stones on curves including painting with specified colours after completion of work) as per drawing and technical specifications
260
116303
447.32
... More
Providing and fixing of Reference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.30 M above ground level in B/W 1:3 as per drawing and technical specifications
30
40839
1361.33
... More
Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
40131
20065.97
... More
Providing and fixing of Logo sign board A and B at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
4
30323
7580.89
... More
Providing and fixing of reflective Citizen information sign board A and B with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
39490
19745.21
... More
Providing and fixing of semi reflective curvature board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
16
29999
1874.95
... More
Providing and fixing of semi reflective Village Sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
12
22499
1874.95
... More
Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
37336
18668.37
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 5th Kilometer Stone (Precast)
1
4876
4876.5
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast)
7
21058
3008.37
... More
Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 200 m Stone (Precast)
29
21344
736.02
... More
Painting lines, dashes, arrows, etc. on roads with 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 in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
124
76632
618
... More
Supply and Fixing of Pavement Maker (Cat Eye) Type X- ASTMD-4956-04 Avery denision /3-M (USA MAKE) consisting of ASA Plastic housing fitted with tightly adherent ploting compound. The housing shall contain prismatic to Glass covered prismatic reflecting face to reflect incident light
124
40300
325
... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 (Drain Cover)
51.3
559328
10903.08
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
4.03
202676
50291.89
... More
Construction of Speed Breaker in full road way width in 3.70 Km longitudinal length with 100 mm thickness in midle 1.70 m length laid over previously laid bituminous surfacing course and previously laid base course on shoulders including zebra white epoxy painting in alternate pannel of size 50 cm x 50 cm in four rows along the edges.
60
184038
3067.31
... More
Providing & laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and techinical Specification Clause 1504 (Laid over previously prepared subbase using 100mm thick GSB, excluding cost of GSB )
1876.5
1403171
747.76
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
812.68
252190
310.32
... More
Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
191.1
1575162
8242.61
... More
Brick masonry work in cement mortar in sub structure complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1:4)
74.83
493793
6598.87
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
157.59
12128
76.96
... More
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
112.5
11741
104.37
... More
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
2124.06
476936
224.54
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
182.09
16451
90.35
... More
Providing and fixing of precast RCC Guard Stone in M20 ( 1;2:4 ) Nominal Mix having section 0.25x0.25 M and Length 1.0 M fixed in M10 concrete of section 0.50x0.50 m in thickness 0.40 M as per drawing and technical specifications
13
19629
1509.97
... More
Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9
20.92
90164
4309.95
... More
Laying Cement Concrete 450mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet
105
254101
2420.01
... More
Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (1X1000)
22.5
144219
6409.76
... More
Brick masonry work in 1:3 cement mortar in substructure complete except pointing and plastering, as per drawing and technical specification MORD 602, 603, 604, 900, 1202 & 1204
280
1906856
6810.2
... More
P.C.C grade M-20 (1:2:4) nominal mix
Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification. MORD 802, 804, 805, 806, 807, 900, 1202 & 1204
20
172218
8610.93
... More
Package No : UP 20124 Name of Road : T-01 to Sirsia , Road Length: 5.7 KM
-
-
-
... More
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. Non thorny jungle) ( By Mechanical Means)
19200
112704
5.87
... More
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
12910.2
1347437
104.37
... More
Construction of Embankment with approved soil with a lift upto 1.5 m and lead 1000 mts laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
872.9
92082
105.49
... More
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
4868.39
513469
105.47
... More
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads 1000 mts, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
913.68
97407
106.61
... 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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)
206.79
808567
3910.09
... More
Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
4810.55
18087668
3760
... 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502
21678.75
923297
42.59
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
42678.75
582564
13.65
... More
Providing and laying of Paving fabrics Geosynthectic materials eithre non-woven paving fabric or fibre glass coated grid over stablized surface , including preparation of surface and joining , stitching or overlapping of geosynthetic fabric etc, as part of highway pavement strengthening in layers as per Technical Specification Clause 708 of MoRTH
21678.75
1625906
75
... More
Providing and laying bituminous concrete with 100-120 TPH batch type 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 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. 509 complete in all respects
650.36
8316504
12787.54
... More
Construction of Panel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbasewith 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate no exceeding 25mm, mixed in a concrete mixer of not less that 0.2 cum capacity and appropriate weigh batcher uusing approved mix design , laid in approved fixed side formwork ( Steel Channel, Laying and fixing of 125 micron thiock polythene film , wedges, steel plates including levelling th formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and fininshedin continous operation including provision of contraction and expansion, construction joints , applying debonding strips, primer, sealant , dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days. curing compound ( Where specified ) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCc Grade M-30 Each Panesl ( 0.50 X0.50 ) thickness 100mm
46.88
480956
10259.31
... More
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
590.63
277897
470.51
... More
Providing and fixing of precast RCC Level Pillars in M15 ( 1:2.5:5 ) Nominal Mix having section .15X.15 M and Length 1.5 M which will be reused as Boundry/Guard Stones on curves including painting with specified colours after completion of work) as per drawing and technical specifications
206
89274
433.37
... More
Providing and fixing of Reference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.30 M above ground level in B/W 1:3 as per drawing and technical specifications
24
31710
1321.27
... More
Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
39924
19962
... More
Providing and fixing of Logo sign board A and B at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
3
22586
7528.91
... More
Providing and fixing of reflective Citizen information sign board A and B with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
39282
19641.25
... More
Providing and fixing of semi reflective curvature board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
20
36506
1825.33
... More
Providing and fixing of semi reflective Village Sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
3
5475
1825.33
... More
Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
37128
18564.41
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 5th Kilometer Stone (Precast)
1
4713
4713.37
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast)
6
17377
2896.21
... More
Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 200 m Stone (Precast)
23
16469
716.08
... More
Painting lines, dashes, arrows, etc. on roads with 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 in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
117.6
72676
618
... More
Supply and Fixing of Pavement Maker (Cat Eye) Type X- ASTMD-4956-04 Avery denision /3-M (USA MAKE) consisting of ASA Plastic housing fitted with tightly adherent ploting compound. The housing shall contain prismatic to Glass covered prismatic reflecting face to reflect incident light
112
36400
325
... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 (Drain Cover)
34.2
356802
10432.82
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.68
134782
50291.89
... More
Construction of Speed Breaker in full road way width in 3.70 Km longitudinal length with 100 mm thickness in midle 1.70 m length laid over previously laid bituminous surfacing course and previously laid base course on shoulders including zebra white epoxy painting in alternate pannel of size 50 cm x 50 cm in four rows along the edges.
52.5
156249
2976.19
... More
Providing & laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and techinical Specification Clause 1504 (Laid over previously prepared subbase using 100mm thick GSB, excluding cost of GSB )
2067.9
1546292
747.76
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
300.57
93272
310.32
... More
Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
55.95
436851
7807.89
... More
Brick masonry work in cement mortar in sub structure complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1:4)
71.54
464867
6498.01
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
155.85
11807
75.76
... More
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
112.5
11741
104.37
... More
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
534.22
114857
215
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
198.61
17944
90.35
... More
Providing and fixing of precast RCC Guard Stone in M20 ( 1;2:4 ) Nominal Mix having section 0.25x0.25 M and Length 1.0 M fixed in M10 concrete of section 0.50x0.50 m in thickness 0.40 M as per drawing and technical specifications
14
20285
1448.99
... More
Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9
17.15
66117
3855.24
... More
Laying Cement Concrete 450mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet
75
181500
2420.01
... More
Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (1X1000)
22.5
144219
6409.76
... More
Brick masonry work in 1:3 cement mortar in substructure complete except pointing and plastering, as per drawing and technical specification MORD 602, 603, 604, 900, 1202 & 1204
70
469653
6709.33
... More
P.C.C grade M-20 (1:2:4) nominal mix
Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification. MORD 802, 804, 805, 806, 807, 900, 1202 & 1204
5
41016
8203.38
... More
Package No : UP 20125 Name of Road : Ghati to Khairat , Road Length: 7.1 KM
-
-
-
... More
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. Non thorny jungle) ( By Mechanical Means)
26000
152620
5.87
... More
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
14682.26
1532387
104.37
... More
Construction of Embankment with approved soil with a lift upto 1.5 m and lead 1000 mts laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
1460.66
154085
105.49
... More
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
6593.22
695386
105.47
... More
Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads 1000 mts, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements
609.12
64938
106.61
... 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 rotavater at OMC, and compacting with smooth wheeled roller to achieve the desired density as per clause 401(GSB Grade I)
214.65
911217
4245.13
... More
Stabilization of in-situ (existing pavement crust) or soil or otherwise sub base/ base course up to the required depth by cold in-situ recycling using cement and chemical additives / otherwise: Providing pulverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-SP-72-2015 , IRC-37-2012 & 2018 and IRC SP 89 (part II) 2018. Cementitious additive @ rate of minimum 5 - 7% and CCS/CS additive should be spread on the existing pavement using a mobile truck mounted containerized cement/ additive spreader with micro processor controlled weighing and spreading system. The additive spreader shall have variable working width sufficient to cover whole pavement lane. The in-situ stabilization process shall be carried out by a mobile and self propelled stabilizer / reclaimer of working width of 2.4 m and with minimum engine horse power of 440 kw with a variable working depth up to 50 cm. The resultant stabilized mix then would be profiled to the required grade, level and thickness using motor grader and the mix would be compacted using 20 tonne pad foot roller in combination with smooth wheel roller to achieve desired proctor density as per IRC 37-2012 & 2018 and complete in all respect and curing with water as required including all materials, labour and machinery etc. The entire in-situ process would be carried out in single pass with milling and pulverising of damaged asphalt pavement / soil/ aggregates / soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine integrated spray bars fited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects. The tandem roller be followed by Pneumatic Tyre Roller. The minimum unconfined compressive strength (UCS) of stabilized sub base/ base should be 4.5 to 7 MPa after 7 / 28 days of curing as per IRC-SP-72-2015 , IRC-37-2012 & 2018 . Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The gradation mixes and materials should be as per IRC 37-2012 & 2018 and IRC SP 89 (part II) 2018. The train of equipments to be used are binder spreader- water Tanker- Additive Truck- Recycler- Padfoot Roller (20 Tonne) + Single Drum Compactor- Grader- Tandom Roller- Pneumatic Tyre Roller (20 Tonne)
5947.75
22363540
3760
... 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 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502
26884.25
1145000
42.59
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
53134.25
725282
13.65
... More
Providing and laying of Paving fabrics Geosynthectic materials eithre non-woven paving fabric or fibre glass coated grid over stablized surface , including preparation of surface and joining , stitching or overlapping of geosynthetic fabric etc, as part of highway pavement strengthening in layers as per Technical Specification Clause 708 of MoRTH
26884.25
2016318
75
... More
Providing and laying bituminous concrete with 100-120 TPH batch type 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 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. 509 complete in all respects
806.53
10650648
13205.52
... More
Construction of Panel concrete plain Cement concrete pavement, Thickness as per design, over a prepared subbasewith 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate no exceeding 25mm, mixed in a concrete mixer of not less that 0.2 cum capacity and appropriate weigh batcher uusing approved mix design , laid in approved fixed side formwork ( Steel Channel, Laying and fixing of 125 micron thiock polythene film , wedges, steel plates including levelling th formwork as per Drawing ), Spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and fininshedin continous operation including provision of contraction and expansion, construction joints , applying debonding strips, primer, sealant , dowel bars, near approaches to bridge/culvert and construction joints, admixture as approved, curing of concrete slabs for 14 days. curing compound ( Where specified ) and water finishing to lines and grade as per drawing and Technical specification Clause 1501. PCc Grade M-30 Each Panesl ( 0.50 X0.50 ) thickness 100mm
46.88
499156
10647.54
... More
Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
1096.88
516093
470.51
... More
Providing and fixing of precast RCC Level Pillars in M15 ( 1:2.5:5 ) Nominal Mix having section .15X.15 M and Length 1.5 M which will be reused as Boundry/Guard Stones on curves including painting with specified colours after completion of work) as per drawing and technical specifications
257
114760
446.54
... More
Providing and fixing of Reference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.30 M above ground level in B/W 1:3 as per drawing and technical specifications
29
39332
1356.28
... More
Providing and fixing of reflective typical PMGSY logo and informatory sign board with a corrosion resitant 3mm and 4mm thick aluminum composite panel face to be fully covered with DM 5600 engineering grade prismatic / equvivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
40120
20060.12
... More
Providing and fixing of Logo sign board A and B at starting point & Intermediate distance with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
4
30311
7577.97
... More
Providing and fixing of reflective Citizen information sign board A and B with a corrosion resitant 4mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
39478
19739.37
... More
Providing and fixing of semi reflective curvature board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
16
29954
1872.16
... More
Providing and fixing of semi reflective Village Sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads and approved drawing Clause 1701.2.2. (0.27 sqm area)
9
16849
1872.16
... More
Providing and fixing of Maintenance information sign board with a corrosion resitant 3mm thick aluminum composite panel (ACP) face to be fully covered with DM 5600 engineering grade prismatic/equivalent sheeting Type I as per IRC67:2012 with post of MS structure of square hollow section MS 75X75X6 mm and MS frame of 35X35X5 mm angle
2
37325
18662.53
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 5th Kilometer Stone (Precast)
1
4867
4867.33
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast)
7
21014
3002.07
... More
Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 200 m Stone (Precast)
29
21312
734.9
... More
Painting lines, dashes, arrows, etc. on roads with 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 in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
147
90846
618
... More
Supply and Fixing of Pavement Maker (Cat Eye) Type X- ASTMD-4956-04 Avery denision /3-M (USA MAKE) consisting of ASA Plastic housing fitted with tightly adherent ploting compound. The housing shall contain prismatic to Glass covered prismatic reflecting face to reflect incident light
140
45500
325
... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 (Drain Cover)
51.3
558407
10885.13
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
4.03
202676
50291.89
... More
Construction of Speed Breaker in full road way width in 3.70 Km longitudinal length with 100 mm thickness in midle 1.70 m length laid over previously laid bituminous surfacing course and previously laid base course on shoulders including zebra white epoxy painting in alternate pannel of size 50 cm x 50 cm in four rows along the edges.
60
184783
3079.73
... More
Providing & laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and techinical Specification Clause 1504 (Laid over previously prepared subbase using 100mm thick GSB, excluding cost of GSB )
2146.5
1605066
747.76
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side
553.45
171746
310.32
... More
Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
115.65
951339
8226.02
... More
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1: 3)
9.55
61600
6450.31
... More
Brick masonry work in cement mortar in sub structure complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1:4)
76.44
502388
6572.33
... More
Providing and laying filter media with granular crushed aggregates (63-45 mm size st. ballast)as per specification to a thickness of not less than 600 mm / 300 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
17.28
75535
4371.26
... More
Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. R.C.C grade M-20 (nominal mix)
8.02
77520
9665.91
... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. R.C.C grade M-25 (nominal mix)
29.33
294672
10046.81
... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
2.93
146884
50131.24
... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
30
4997
166.57
... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
2.5
10585
4234.1
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 using Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15
12.73
53900
4234.1
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (40 mm Brick Ballast)
8.49
20033
2359.69
... More
Backfilling behind abutment, wing wall and return wall using 40 mm brick ballast complete as per drawings & technical specification Clause 1204.3.8
16.2
38226
2359.69
... More
Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
148.04
11345
76.64
... More
Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2
962.5
100456
104.37
... More
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
1170.23
259826
222.03
... More
Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
122.07
11029
90.35
... More
Providing and fixing of precast RCC Guard Stone in M20 ( 1;2:4 ) Nominal Mix having section 0.25x0.25 M and Length 1.0 M fixed in M10 concrete of section 0.50x0.50 m in thickness 0.40 M as per drawing and technical specifications
9
13568
1507.64
... More
Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9
20.16
84476
4190.29
... More
Laying Cement Concrete 450mm dia Pipe NP3 (burried conduits) on first class bedding of granular material in single row including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet
105
254101
2420.01
... More
Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry (1X1000)
22.5
144219
6409.76
... More
Brick masonry work in 1:3 cement mortar in substructure complete except pointing and plastering, as per drawing and technical specification MORD 602, 603, 604, 900, 1202 & 1204
154
1044682
6783.65
... More
P.C.C grade M-20 (1:2:4) nominal mix
Providing concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification. MORD 802, 804, 805, 806, 807, 900, 1202 & 1204
11
94549
8595.37
... More
Boring holes to be used for dewatering
2
10000
5000
... More
Dewatering
100
2000
20
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