Uttar Pradesh Rural Road Development Agency-UPRRDA has published Construction Of Roads Under Full Depth Reclamation / In-Situ Stabilization With Cement And Additive Of ( Package Up50109, 5082 ) Upfdr-156 R. Submission Date for this Tender is 06-07-2022. Additive Tenders in mathura Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Jun-2022 | Date Corrigendum | Date | 23-06-2022 |
| 2 | 23-Jun-2022 | Date | Date | 06-07-2022 |
| Sl. No. | Item Description |
| 1 | Mathura Baldev road (Gopalpur) to Karab (UP50109) |
| 2 | Clearing , grass, and removal of rubbishush uptoa distence of 30 m outside the periphery as per technical spacificationclause 201. |
| 3 | Construction of reference pliers as per MORD data book 2004 drawing no 200.2 oras directed by Engineer – En charge with cost of all material including, labour, equipments etc. Complete. |
| 4 | Construction of embankment with approved material obtained from side land with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 50 m as per Technical Specification Clause 301.5 |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 6 | 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 rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Specification Contained in Para 2.2, 3.6, and 3.7 of IRC SP 77-2008 (Grading-A) |
| 7 | 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) [ Min thickness of FDR shall not be less than the thickness mentioned in DPR, However FDR Thickness will be based on Design Mix.] [RA-6] |
| 8 | 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. |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1)using Bitumendistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry Bituminious surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 10 | SAMI/Bitumen impregnated Geotextile layer Providing and laying Stress Absorbing Membrane Interlayer (SAMI)/bitumen impregnated geotextile layer after clearing of the road surfacegeotextile 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 1.05 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistance 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. |
| 11 | 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 5.6per centof 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 |
| 12 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm as per drawings and Technical Specification Cl.1504.In Builtup Area (On Both Sides widenings/shoulders |
| 13 | Rainforced cement concreteM-15 grade 5th kilometer/ordinary kilometer/ 200 meter stone of standarddesign as per IRC:8 fixing in position including painting and printing,etc as per drawing and Technical Specification Cluase 1703 (MORD Data book page 10-17) |
| 14 | (i)5th kilometer stone |
| 15 | (ii) Ordinary kilometer stone |
| 16 | (iii) 200 meter stone |
| 17 | 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 |
| 18 | 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 |
| 19 | Providing and fixing of cautionary, mandatory and informatory 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 |
| 20 | 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 |
| 21 | 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 |
| 22 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes |
| 23 | 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 |
| 24 | Providing concrete for plain/reinforced concrete in open foundation in (1:3:6Cement:C Sand:Ballast/Grit) M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203.Type A (Concrete Cradle) Bedding as per Data Book item No. 11.4 (I) |
| 25 | Providing and laying reinforced cement concrete R.C.C. Grade M 25 1:1.5:3 (cement, c sand, grit) in superstructure as per drawing and techinal specifications clauses 800, 1205.4 and 1205.5 1:1.5:3 as per Data Book item No. 13.1(III) |
| 26 | Supplying, fixing and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202. as per Data Book item No. 13.2 and as per relevant IS code |
| 27 | Providing and laying Plain Cement Concrete-Grade M20 ( 1:2:4 cement, c. sand, grit)in superstructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(II) |
| 28 | 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 |
| 29 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8. as per Data Book item No. 12.10 |
| 30 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawin |
| 31 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8 |
| 32 | Providing pressure relief pipes plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe in bottom slab of box cell on a filter media base of 500 mmX500 mm as per drawing and technical specification Clauses 1205.5.7 as per data |
| 33 | White/ Colourwashing of culvert including all material Labour, T&P etc. complete As per directed by Eng.i/c |
| 34 | 1X3X3 way Box |
| 35 | Oil painting & No.Writing on culvert at nominated locations including all material Labour,T&P etc. complete as per directed by Eng. I/Ch. |
| 36 | Dewatering by Diesel Pump 5.00 HP @ Rs. 12.50 / Hr./H.P including fuel , pump accessories operators labors lead lift etc complete in all respect |
| 37 | Providing and laying reinforced cement concrete pipe of required dia NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 38 | 350 mm dia NP3 |
| 39 | 600 mm dia NP3 |
| 40 | Brick masonry in 1:3 cement mortar |
| 41 | Brick masonry in 1:4 cement mortar |
| 42 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 43 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 44 | KSOHI-SHAHPUR ROAD TO KOSHI-SHERGARH VIA SHERNAGAR BANGAR (UP5082) |
| 45 | 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 earlierand 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. |
| 46 | Providing and fixing of precast RCC Level Pillars in M15 ( 1:2:4 ) Nominal Mix having section 10 X 10 cm 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 |
| 47 | 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 |
| 48 | Construction of embankment with approved material obtained from side land with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 50 m as per Technical Specification Clause 301.5 |
| 49 | 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 rotavator at OMC and compactingsmooth wheel roller to achieve the desired density, complete as per clause 401 as per Technical Specification |
| 50 | 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 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)RA-6] |
| 51 | Providing and laying Primer coat with Bitumen(SS-1) on prepared surface of granular base including clearing 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. |
| 52 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion Distributor at the 0.20-0.25 kg per sqm on the prepared Bituminous/Granular Surface cleaned with hydraulic broom as per Technical Specification -503 |
| 53 | SAMI/Bitumen impregnated Geotextile layer Providing and laying Stress Absorbing Membrane Interlayer (SAMI)/bitumen impregnated geotextile 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 1.05 kg per sqm over thoroughly cleaned and repaired surface to provide a water resistance 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. |
| 54 | 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 5.6per centof 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 |
| 55 | Construction 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 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 125mm |
| 56 | Rainforced cement concreteM-15 grade 5th kilometer/ordinary kilometer/ 200 meter stone of standarddesign as per IRC:8 fixing in position including painting and printing,etc as per drawing and Technical Specification Cluase 1703 (MORD Data book page 10-17) |
| 57 | (i)5th kilometer stone |
| 58 | (ii) Ordinary kilometer stone |
| 59 | (iii) 200 meter stone |
| 60 | Providing and erecting direction and place identification retro-refiectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide 1701.2.3, fixed over aluminium composite panel sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by meanes of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.Junction Board |
| 61 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801. |
| 62 | Hazard Markers |
| 63 | Warning Signs |
| 64 | Stop Sign (900mm Octagonal) |
| 65 | Mandatory Signs 900 mm |
| 66 | Providing and fixing of typical PMGSY Maintenance informatory Retro Reflective sign board with Logo as per MORD specifications and drawing. The board will be a composite unit consisting of three plates of Aluminium composite material (ACM) 4mm thick face to be fully covered with high intensity prismetic sheeting type-4, material specification as per clause 1701.3.7. The top most plate will be a diamond shape of 600mmX600mm size rivited over welded MS iron angle frame of 25X25X5(mm size) on back on edges. The middle plate will be 1200mmX150mm size rivited over welded MS iron 25mmX25mm size on back on edges. The main lower most plate will be 1500mmX600mm size rivited over welded MS angle iron 25mmX25mmX5mm size. Welding of all two sheets over angle iron frame will be done neetly to plain surface on one side. The angle iron frame of the lower most plate and fiat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts placed at 1125mm a part center to center duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. The lettering and border etc. of middle and bottom plate, PMGSY Logo on top plate shall be as per clause 1701.4.6 messages/borders. All the sections of frame and posts will be painted with primer and two coats of epoxy paint. The steel tube below ground level will be painted with three coats of epoxy paints. The design, painting and lettering shall be done as per approved drawing. |
| 67 | Providing & fixing LogoBoard ofPRADHAN MANTRI GRAM SADAK YOGNAas per standarddesign of National Rural Infrastructure development agency, diamond size (600 X 600 mm)3 mm thick ACM plateand board plate size (1100 X 300 mm) 3 mm thick ACM plate and 2.4 m deep length square hollow section (75 X 75 X 6 mm) size including fitting and painting lettering with retroreflective sheeting class B as per drawing incl. fixing in CC M20 (450 X 450 X 600 mm) as per IRC 67 |
| 68 | Providing & fixingof typical PMGSY Citizen"s information board consisting of two Aluminium Composite Material (ACM), 4mm thick face to be fully covered with high intensity prismetic sheeting type-4 class A/B material specification as per clause 1701.3.7. ACM sheets shall be of size 900mmX750mm each welded over welded MS flat iron frame of 50mm x 6mm size on back on edges. The flat iron frame of the bottom plate will be welded to 1 no. 75mm x 75mm x 6mm Square tube post. The steel tube post will be embedded in cement concrete M15 grade of 600mm x 600mm x 750mm below ground level. The height of lowermost part of the bottom plate will be 650 mm from normal ground level. The lettering and border etc. of ACM sheets on top & bottom shall be as per clause 1701.4.6 messages/borders. All the sections of frame and posts will be painted with primer and two coats of epoxy paint. The steel tube below ground level will be painted with three coats of epoxy paints. The design, painting and lettering shall be done as per approved drawing [RA-26] |
| 69 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes. |
| 70 | Provision for Utility Shifting(electrical poles &electric line) as per rates of Uttar Pradesh Electricity board |
| 71 | 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 |
| 72 | Providing concrete for plain/reinforced concrete in open foundation in (1:3:6Cement:C Sand:Ballast/Grit) M 10 Grade Cement Concrete as per Clause 802,803,202 & 1203.Type A (Concrete Cradle) Bedding as per Data Book item No. 11.4 (I) |
| 73 | Providing and laying reinforced cement concrete R.C.C. Grade M 30 1:1.5:3 (cement, c sand, grit) in superstructure as per drawing and techinal specifications clauses 800, 1205.4 and 1205.5 1:1.5:3 as per Data Book item No. 13.1(III) |
| 74 | Supplying, fixing and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202. as per Data Book item No. 13.2 and as per relevant IS code |
| 75 | Providing and laying Plain Cement Concrete-Grade M20 ( 1:2:4 cement, c. sand, grit)in superstructure as per drawing and techinal specifications clauses 802, 803 1202 and 1203 as per Data Book item No. 12.5(II) |
| 76 | Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1204.3.8. as per Data Book item No. 12.10 |
| 77 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawin |
| 78 | Providing pressure relief pipes plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe in bottom slab of box cell on a filter media base of 500 mmX500 mm as per drawing and technical specification Clauses 1205.5.7 as per data |
| 79 | White/ Colourwashing of culvert including all material Labour, T&P etc. complete As per directed by Eng.i/c |
| 80 | BOX CULVERT |
| 81 | Oil painting & No.Writing on culvert at nominated locations including all material Labour,T&P etc. complete as per directed by Eng. I/Ch. |
| 82 | Dewatering by Diesel Pump 5.00 HP @ Rs. 12.50 / Hr./H.P including fuel , pump accessories operators labors lead lift etc complete in all respect |
| 83 | Providing and laying reinforced cement concrete pipe of required dia NP3 for culverts on first class bedding of granularmaterial includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 84 | 350 mm dia NP3 |
| 85 | 1000 mm dia NP3 |
| 86 | Earth Work Embankment of making diversion as per U.P. P.W.D. Schedule, specification and As directed by Eng. I/Ch.(CARTED EARTH) |
| 87 | Dismentling of Existing culvert and removal of all dewish/ malwa as per direction of site incharge |
| 88 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203Brick masonry in 1:3 cement mortar(in drain work) |
| 89 | 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 |
| 90 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204(in drain work) |
| 91 | GST PAID AS PER GOVT. ORDER |
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