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Construction And 05 Years Maintenance Of Roads Under New Technology Fdr, Full Depth Reclamation / In-Situ Stabilization With Cement And Additive Of Group No-Upfdr-66 ( Package No- Up06197 And Up06198 ) In District-Azamgarh. , azamgarh-Uttar Pradesh

Uttar Pradesh Rural Road Development Agency-UPRRDA has published Construction And 05 Years Maintenance Of Roads Under New Technology Fdr, Full Depth Reclamation / In-Situ Stabilization With Cement And Additive Of Group No-Upfdr-66 ( Package No- Up06197 And Up06198 ) In District-Azamgarh. . Submission Date for this Tender is 06-07-2022. Additive Tenders in azamgarh Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

32444028
Corrigendum : Construction And 05 Years Maintenance Of Roads Under New Technology Fdr, Full Depth Reclamation / In-Situ Stabilization With Cement And Additive Of Group No-Upfdr-66 ( Package No- Up06197 And Up06198 ) In District-Azamgarh.
Open Tender
Indian
Uttar Pradesh
azamgarh
06-07-2022

Tender Details

Construction And 05 Years Maintenance Of Roads Under New Technology Fdr, Full Depth Reclamation / In-Situ Stabilization With Cement And Additive Of Group No-Upfdr-66 ( Package No- Up06197 And Up06198 ) In District-Azamgarh.

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Jun-2022 Pre-Bid Meeting Corrigendum Other 23-06-2022
2 06-Jun-2022 Date Corrigendum Date 23-06-2022
3 22-Jun-2022 Date Corrigendum1 Date 06-07-2022

Key Value

Document Fees
INR 5000 /-
EMD
INR 5401000.0 /-
Tender Value
INR 27 Crore /-

BOQ Items

Name of Work:Construction and 5-Year Maintenance of Road Under Full Depth Reclamation/ In-Situ Stabilization with Cement and Additive of Group No- UPFDR-66 1--UP06197- CHOTTEYPUR TO NANDAV(Length 8.90 Km) Distt: - Azamgarh 2-UP06198- SISUWARA TO BARDAH (Length 15.10 Km) Distt: Azamgarh
Sl. No. Item Description
11-UP06197- CHOTTEYPUR TO NANDAV 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)
2Excavation 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
3Construction 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
4Construction 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
5Construction 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
6Construction 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 co
7Dismantling 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)
8Construction 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 d
9Stabilization 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 be4.5 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)
10Providing 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
11Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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.
12Providing and laying of Paving fabrics Geosynthectic materials eithre non-woven paving fabric of 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
13Providing 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 5.6per centof mix and filler,
14Construction ofPanel 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 coa
15Laying 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 th
16Providing 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 dr
17Providing and fixing ofReference 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
18Providing 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 IR
19Providing 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 pe
20Providing and fixing of reflective Citizen information sign board A and Bwith 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 wi
21Providing 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 en
22Providing 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
23Providing 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 st
24Reinforced cement concrete M15grade 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 5th Kilometer Stone (Precast)
25Reinforced cement concrete M15grade 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)
26Reinforced cement concrete M15grade 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)
27Painting lines, dashes, arrows, etc. on roads withhot 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 coatson new work with
28Supply 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 housingshall contain prismatic to Glass covered prismatic reflecting
29Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 (Drain Cover)
30Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
31Construction 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 zebrawhite epox
32Providing & laying of InterlockingConcrete 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 )
33Earthwork 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
34Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
35Brick 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)
36Providing 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
37Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
38Construction 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
39Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
40Painting 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
41Providing 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
42Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9
43Laying 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
44Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete a
45Brick 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
46P.C.C grade M-20 (1:2:4) nominal mixProviding concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification. MORD 802, 804, 805, 806, 807, 900, 1202 & 1204
47Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1:4)
48Dewatering
492-UP06198- SISUWARA TO BARDAH 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)
50Excavation 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
51Construction 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
52Construction 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
53Construction 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
54Construction 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 co
55Dismantling 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)
56Construction 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 d
57Stabilization 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 be4.5 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)
58Providing 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
59Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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.
60Providing and laying of Paving fabrics Geosynthectic materials eithre non-woven paving fabric of 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
61Providing 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 5.6per centof mix and filler,
62Construction ofPanel 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 coa
63Laying 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 th
64Providing 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 dr
65Providing and fixing ofReference 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
66Providing 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 IR
67Providing 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 pe
68Providing and fixing of reflective Citizen information sign board A and Bwith 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 wi
69Providing 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 en
70Providing 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
71Providing 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 st
72Reinforced cement concrete M15grade 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)
73Reinforced cement concrete M15grade 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)
74Reinforced cement concrete M15grade 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)
75Painting lines, dashes, arrows, etc. on roads withhot 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 coatson new work with
76Supply 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 housingshall contain prismatic to Glass covered prismatic reflecting
77Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211 (Drain Cover)
78Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue/Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
79Construction 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 zebrawhite epox
80Providing & laying of InterlockingConcrete 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 )
81Earthwork 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
82Providing concrete for plain/reinforced concrete M10 (1:3:6) in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
83Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1: 3)
84Brick 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)
85Providing 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 smallersize towards the soil and bigger size towards the wall and providing over the
86Reinforced 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)
87Plain/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)
88Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
89Providing 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
90Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
91Providing 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
92Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 (40 mm Brick Ballast)
93Backfilling behind abutment, wing wall and return wall using 40 mm brick ballast complete as per drawings & technical specification Clause 1204.3.8
94Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204
95Construction 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
96Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification
97Painting 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
98Providing 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
99Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9
100Laying 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
101Providing and laying reinforced cement concrete 1000mm dia pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete a
102Brick 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
103P.C.C grade M-20 (1:2:4) nominal mixProviding concrete for plain/reinforced cement concrete in substructure complete as per drawings and technical specification. MORD 802, 804, 805, 806, 807, 900, 1202 & 1204
104Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (1:4)
105Boring holes to be used for dewatering
106Dewatering
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