Uttar Pradesh Rural Road Development Agency Tender
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Uttar Pradesh Rural Road Development Agency - UPRRDA Tender
Civil Works Roads
Eprocure
Opening Date30 May 2022
Closing DateCancelled
Tender AmountRefer Documents
Costs
EMD
₹ 51,72,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPRRD_118503_1Bid Award Id
ViewTender No
228/PMGSY-3 /Batch-2/21-22 Lalitpur Dt.25.05.2022Tender Authority
Uttar Pradesh Rural Road Development Agency ViewPurchaser Address
-Website
http://http://uprrda.in/
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Documents
BOQ Items
Providing and fixing of Reference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.60 M above ground level in B/W 1:3 as per drawing and technical specifications
72
-
1352.48
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 . MORD 100
360
-
353.4
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 Excavation in soil with dozer with lead upto 100 m as per technical specifiication clause 301.5 Data Book Item No. 3.3 & 3.5 (ii)
20479.24
-
99.4
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 M as per technical specifiication clause 301.5 Data Book Item No. 3.4
613.88
-
152.84
Construction of Hard shoulders with local materials(Naturally occuring materials-Moorum) by mix in place method normal construction of granular sub base by providing local material , spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method by Tractor Rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401.4 as per Technical Soecification Clause 408 as per Data Book item No. 4.11(ii)
7555.5
-
1133
Full Depth Reclammation process of existing Flexible Pavement in 5.8 m width and 250mm depth.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-72-2015 and IRC 37-2012. Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012. The gradation mixes and materials should be as per IRC 37-2012.The train of equipments to be used is: Binder Spreader – Water Tanker truck – Additive Truck – Recycler – Pad Foot Roller (20 ton) + Single Drum Comp – Grader – Tandem Roller – Pneumatic Tyre Roller (20 ton).
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 chemical additives / otherwise: Providing lverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-72-2015 and IRC-37-2012. Cementitious additive @ rate of minimum 4% 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 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 fiited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects.
25493.63
-
3634.99
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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. as per Data Book item No. 5.1-(I ) Low porosity
96524.5
-
43.7
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-(i)
96524.5
-
11.7
Laying Paving Fabric Beneath a Pavement Overlay Providing and laying stress,Absorbing membrane interlayer (SAMI)/bitumen impregnated geeotextile layer after clearing of the road surface geotextile conforming to physical requirements of clause 703-3,laid over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1.05kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface.
96524.5
-
75
Bituminous Concrete 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 WITH VG-30
3860.98
-
8984.9
Analysis of Panel Concrete Pavement Construction of Panal concrete plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.PCC Grade M-30 Each Panesl ( 0.50 x 0.50 ) thickness 100MM.
343.75
-
7110.36
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
-
19974.6
Providing and fixing of Logo sign board 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
8
-
7215.2
Providing and fixing of reflective Citizen information sign board 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
1
-
19036.9
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
1
-
17949
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)
12
-
2081.7
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)
2
-
2081.7
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. Sr. No. 10.10 (i)
5th Kilometer Stone (Precast)
3
-
3622.2
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.
Sr. No. 10.10 (ii) Ordinary Kilometer Stone (Precast)
16
-
2166.8
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.
Sr. No. 10.10 (iii) 200 m Stone (Precast)
72
-
606.5
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. Sr. No. 10.8
4914
-
129.8
Cats Eye 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
679
-
325
Construction of Speed Breaker in full road way width in 3.70 M 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.
27.5
-
2104.2
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as per Data Book item No. 11.1 (I)
699.29
-
263.3
Filling sand in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MORD specification no. 300 & 1200 & as per Data Book item No. 11.2 ( i )
58.5
-
3237.4
Providing concrete for plain/reinforced concrete in open foundation in (1:3:6 ) Cement:C Sand:Ballast/Grit M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203. As per Data Book item No. 11.4 (I) (i)
109.5
-
5113
Providing and laying Plain Cement Concrete-Grade M20 (1:2:4 cement, c. sand, grit) in substructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(III)
1.21
-
5444.2
R.C.C grade M 20 (1:2:4) nominal mix Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
183
-
6525.4
Random Rubble Stone masonary work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. as per Data Book Item no. 11.6- III (ii) in cement mortar 1:4 .
221.74
-
4469.17
Providing and laying reinforced cement concrete pipe 1000 mm dia 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 works in head walls and parapets Clause 1106. As per Data Book item No. 9.3 (B)
10
-
4925.5
Providing and laying reinforced cement concrete pipe 1000 mm dia NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.As per Data Book item No. 9.5 (B)
30
-
9893.9
Laying cement concrete pipe NP3 450mm Dia (burried conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per MORD specification no. 1100 as per Data Book item No. 9.7
150
-
2191.9
Raised Pointing with Cement Mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204 as per Data Book item No. 12.2
548.54
-
69.2
Providing and laying boulder apron for bed protection /Pitching on Slope with stone boulders of minimum size and weight as per table 1300.1 no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification clause 1301 and 1302. as per Data Book item No. 14.1 & 14.5
50.85
-
1425.1
Supplying, fitting and placing HYSD bar reinforcement in structure complete as per drawings and technical specifications Clauses 1000 and 1202. as per Data Book item No. 11.7 to 13.2
1.83
-
52327.1
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
67.5
-
302.7
For making Diversion, Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 50 m as per technical specifiication clause 202 Data Book Item No. 3.3 & 3.5 (i) and also after completion of CD work dismentaling & disposal of the same as per direction by Er. I/C.
636
-
99.4
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 MORD specification no. 1700 as per Data Book item No. 10.7 (Painting on Concrete/Steel Surfaces with Epoxy)
817.5
-
94.1
Oil painting & No.Writing including all material Labour,T&P etc. complete As per directed by Eng. I/C.
16
-
50
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
60
-
1043.1
Shifting of Electric Pole
5
-
9000
UP45126
-
-
-
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. as per Data Book item No. 2.2 (I)A
20400
-
5
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202, By Mechanical Means (Granular Courses)
2551.5
-
144.9
Providing and fixing of Reference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.60 M above ground level in B/W 1:3 as per drawing and technical specifications
24
-
1309.98
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 . MORD 100
113
-
349
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 Excavation in soil with dozer with lead upto 100 m as per technical specifiication clause 301.5 Data Book Item No. 3.3 & 3.5 (ii)
8675.86
-
99.4
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 M as per technical specifiication clause 301.5 Data Book Item No. 3.4
249.19
-
152.84
Construction of Hard shoulders with local materials(Naturally occuring materials-Moorum) by mix in place method normal construction of granular sub base by providing local material , spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method by Tractor Rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401.4 as per Technical Soecification Clause 408 as per Data Book item No. 4.11(ii)
2379.98
-
1058.1
Full Depth Reclammation process of existing Flexible Pavement in 5.8 m width and 250mm depth.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-72-2015 and IRC 37-2012. Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012. The gradation mixes and materials should be as per IRC 37-2012.The train of equipments to be used is: Binder Spreader – Water Tanker truck – Additive Truck – Recycler – Pad Foot Roller (20 ton) + Single Drum Comp – Grader – Tandem Roller – Pneumatic Tyre Roller (20 ton). 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 chemical additives / otherwise: Providing lverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-72-2015 and IRC-37-2012. Cementitious additive @ rate of minimum 4% 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 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 fiited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects.
8049.75
-
3634.99
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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. as per Data Book item No. 5.1-(I ) Low porosity
28286.25
-
43.7
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-(i)
56336.25
-
11.69
Laying Paving Fabric Beneath a Pavement Overlay Providing and laying stress,Absorbing membrane interlayer (SAMI)/bitumen impregnated geeotextile layer after clearing of the road surface geotextile conforming to physical requirements of clause 703-3,laid over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1.05kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface.
28213.5
-
75
Bituminous Concrete 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 WITH VG-30
857.36
-
8982.1
Analysis of Panel Concrete Pavement Construction of Panal concrete plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.PCC Grade M-30 Each Panesl ( 0.50 x 0.50 ) thickness 100MM.
391.88
-
7110.36
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
-
19942.2
Providing and fixing of Logo sign board 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
2
-
7199
Providing and fixing of reflective Citizen information sign board 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
1
-
19004.5
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
1
-
17916.4
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)
12
-
2066.3
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)
2
-
2066.3
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. Sr. No. 10.10 (i)
5th Kilometer Stone (Precast)
1
-
3571.4
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.
Sr. No. 10.10 (ii)
Ordinary Kilometer Stone (Precast)
6
-
2131.9
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.Sr. No. 10.10 (iii)200 m Stone (Precast)
23
-
600.3
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. Sr. No. 10.8
1591.2
-
129.8
Cats Eye 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
331
-
325
Construction of Speed Breaker in full road way width in 3.70 M 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.
22
-
2104.2
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as per Data Book item No. 11.1 (I)
286.42
-
263.3
Filling sand in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MORD specification no. 300 & 1200 & as per Data Book item No. 11.2 ( i )
32.2
-
2942.8
Providing concrete for plain/reinforced concrete in open foundation in (1:3:6 ) Cement:C Sand:Ballast/Grit M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203. As per Data Book item No. 11.4 (I) (i)
51.7
-
4990.5
Providing and laying Plain Cement Concrete-Grade M20 (1:2:4 cement, c. sand, grit) in substructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(III)
0.64
-
5329.3
R.C.C grade M 20 (1:2:4) nominal mix Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
70.5
-
6392.9
Random Rubble Stone masonary work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. as per Data Book Item no. 11.6- III (ii) in cement mortar 1:4 .
108.7
-
4379.86
Providing and laying reinforced cement concrete pipe 1000 mm dia NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.As per Data Book item No. 9.5 (B)
20
-
9891.6
Laying cement concrete pipe NP3 450mm Dia (burried conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per MORD specification no. 1100 as per Data Book item No. 9.7
80
-
2191.4
Raised Pointing with Cement Mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204 as per Data Book item No. 12.2
248.94
-
68.4
Providing and laying boulder apron for bed protection /Pitching on Slope with stone boulders of minimum size and weight as per table 1300.1 no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification clause 1301 and 1302. as per Data Book item No. 14.1 & 14.5
27.8
-
1425.1
Supplying, fitting and placing HYSD bar reinforcement in structure complete as per drawings and technical specifications Clauses 1000 and 1202. as per Data Book item No. 11.7 to 13.2
0.71
-
52327.1
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
16.88
-
302.7
For making Diversion, Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 50 m as per technical specifiication clause 202 Data Book Item No. 3.3 & 3.5 (i) and also after completion of CD work dismentaling & disposal of the same as per direction by Er. I/C.
318
-
99.4
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 MORD specification no. 1700 as per Data Book item No. 10.7 (Painting on Concrete/Steel Surfaces with Epoxy)
349.2
-
94.1
Oil painting & No.Writing including all material Labour,T&P etc. complete As per directed by Eng. I/C.
8
-
50
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
24
-
1026.4
Shifting of Electric Pole
10
-
9000
UP45129
-
-
-
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. as per Data Book item No. 2.2 (I)A
19020
-
5
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202, By Mechanical Means (Granular Courses)
2385
-
144.9
Providing and fixing of Reference Bench Mark / Temporary Bench Mark having section .0.35X.0.35 M and height 0.60 M above ground level in B/W 1:3 as per drawing and technical specifications
22
-
1354.57
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 . MORD 100
106
-
351.5
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 Excavation in soil with dozer with lead upto 100 m as per technical specifiication clause 301.5 Data Book Item No. 3.3 & 3.5 (ii)
6747.21
-
99.4
Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 M as per technical specifiication clause 301.5 Data Book Item No. 3.4
300.05
-
152.84
Construction of Hard shoulders with local materials(Naturally occuring materials-Moorum) by mix in place method normal construction of granular sub base by providing local material , spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method by Tractor Rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per clause 401.4 as per Technical Soecification Clause 408 as per Data Book item No. 4.11(ii)
2418.13
-
1076.7
Full Depth Reclamation process of existing Flexible Pavement in 5.8 m width and 250mm depth.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-72-2015 and IRC 37-2012. Also durability aspects (wet-dry cycles) of stabilized sub base should be satisfied as per IRC 37-2012. The gradation mixes and materials should be as per IRC 37-2012.The train of equipments to be used is: Binder Spreader – Water Tanker truck – Additive Truck – Recycler – Pad Foot Roller (20 ton) + Single Drum Comp – Grader – Tandem Roller – Pneumatic Tyre Roller (20 ton).
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 chemical additives / otherwise: Providing lverizing, spreading, milling and mixing of chemical additives at the appropriate rate as per job mix design in accordance with IRC-72-2015 and IRC-37-2012. Cementitious additive @ rate of minimum 4% 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 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 fiited on the wheeled self-propelled and vibratory pad foot roller to achieve the desired proctor density in all respects.
7514.63
-
3634.99
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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. as per Data Book item No. 5.1-(I ) Low porosity
26343.75
-
43.8
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.225 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. as per Data Book item No. 5.2-(i)
52496.25
-
11.72
Laying Paving Fabric Beneath a Pavement Overlay Providing and laying stress,Absorbing membrane interlayer (SAMI)/bitumen impregnated geeotextile layer after clearing of the road surface geotextile conforming to physical requirements of clause 703-3,laid over a tack coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1.05kg per sqm over thoroughly cleaned and repaired surface to provide a water resistant membrane and crack retarding layer Paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface.
26266
-
75
Bituminous Concrete 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 WITH VG-30
796.84
-
8989.7
Analysis of Panel Concrete Pavement Construction of Panal concrete plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.PCC Grade M-30 Each Panesl ( 0.50 x 0.50 ) thickness 100MM.
343.75
-
7110.36
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
-
19960.2
Providing and fixing of Logo sign board 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
2
-
7208
Providing and fixing of reflective Citizen information sign board 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
1
-
19022.5
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
1
-
17934.6
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)
8
-
2074.8
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)
2
-
2074.8
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. Sr. No. 10.10 (i)
5th Kilometer Stone (Precast)
1
-
3599.6
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.
Sr. No. 10.10 (ii)
Ordinary Kilometer Stone (Precast)
4
-
2151.3
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.
Sr. No. 10.10 (iii)
200 m Stone (Precast)
23
-
603.7
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. Sr. No. 10.8
1483.56
-
129.8
Cats Eye 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
192
-
325
Construction of Speed Breaker in full road way width in 3.70 M 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.
33
-
2105.6
Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shouring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per MORD Specification No. 300 as per Data Book item No. 11.1 (I)
483.95
-
263.3
Filling sand in foundation trenches as per drawing & technical specification clause no. 305.3.9 & MORD specification no. 300 & 1200 & as per Data Book item No. 11.2 ( i )
20.03
-
3106.3
Providing concrete for plain/reinforced concrete in open foundation in (1:3:6 ) Cement:C Sand:Ballast/Grit M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203. As per Data Book item No. 11.4 (I) (i)
66.81
-
5058.5
Providing and laying Plain Cement Concrete-Grade M20 (1:2:4 cement, c. sand, grit) in substructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(III)
0.32
-
5393.1
Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 As per Data Book item No. 12.5(III) i M-25 Nominal mix
23.12
-
6279.3
Reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 As per Data Book item No. 12.5(III) i M-20 Nominal mix
7.14
-
5945.2
Random Rubble Stone masonary work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. as per Data Book Item no. 11.6- III (ii) in cement mortar 1:4 .
91.01
-
4429.45
Providing and laying reinforced cement concrete pipe 1000 mm dia NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.As per Data Book item No. 9.5 (B)
10
-
9895
Laying cement concrete pipe NP3 450mm Dia (burried conduits) on first calss bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per MORD specification no. 1100 as per Data Book item No. 9.7
70
-
2192.2
Raised Pointing with Cement Mortar (1:3) on stone work as per drawing and technical specification Clauses 613.3 and 1204 as per Data Book item No. 12.2
266.3
-
68.8
Providing and laying boulder apron for bed protection /Pitching on Slope with stone boulders of minimum size and weight as per table 1300.1 no fragment weighing not less than 25 kg, laid dry complete as per drawing and technical specification clause 1301 and 1302. as per Data Book item No. 14.1 & 14.5
29.13
-
1425.1
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (40 mm Brick Ballast)as per Data Book item No. 14.6
14.28
-
1945.2
Supplying, fitting and placing HYSD bar reinforcement in structure complete as per drawings and technical specifications Clauses 1000 and 1202. as per Data Book item No. 11.7 to 13.2
4.17
-
52327.1
Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
50.63
-
302.7
For making Diversion, Construction of embankment with approved material obtained from borrow pits with lift upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 50 m as per technical specifiication clause 202 Data Book Item No. 3.3 & 3.5 (i) and also after completion of CD work dismentaling & disposal of the same as per direction by Er. I/C.
519
-
99.4
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 MORD specification no. 1700 as per Data Book item No. 10.7 (Painting on Concrete/Steel Surfaces with Epoxy)
396.66
-
94.1
Oil painting & No.Writing including all material Labour,T&P etc. complete As per directed by Eng. I/C.
4
-
50
Plastering with cement mortar (1:4), 15 mm thick in structure as per technical specification Clauses 613.4 & 1204 as per Data Book item No. 12.2
0.81
-
232.6
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
32
-
1035.7
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 and technical specification Clauses 614, 709, 1204.3.7
23
-
178.3
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (40 mm Brick Ballast)
8.49
-
4800.9
R.C.C grade M 20 (1:2:4) nominal mix Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
178.5
-
6466.4
Backfilling behind abutment, wing wall and return wall using 40 mm brick ballast complete as per drawings & technical specification Clause 1204.3.8
13.2
-
4800.9
Dewatering
100
-
20
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