Maharashtra Rural Road Development Association-MRRDA has published Upgradation Of Takali ( S ) -Manikwada Dhanaj ( Mrl-02 ) Tq. Ner Dist. Yavatmal Under Package No Mh-33-94. Submission Date for this Tender is 03-01-2022. Road Work Tenders in Ner Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 24-Dec-2021 | Corrigendum 1 | Other | 03-01-2022 |
| 2 | 24-Dec-2021 | CSD | Other | 03-01-2022 |
| 3 | 28-Dec-2021 | Corrigendum No 2 | Other | 03-01-2022 |
| Sl. No. | Item Description |
| 1 | Cleaning grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201 (Item No. 2.1 / P.No. 8) .( Rate as per SOR. It No. 2.2 (2) A ) |
| 2 | Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3m and lead upto 1000m as per Technical Specification Clause 301.4 (Item No. 3.20 / P.No. 13) |
| 3 | Excavation for roadway in soil with hydraulic excavator of 0.90 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transportating to the embankentlocation with a lift upto 1.50 m. and lead upto 1000 m. as per Technical Specification Clause 302.3(Item No. 3.5 (iii) / P.No. 14) (III) Excavation in Soil using Hydraulic Excavator |
| 4 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5(Item No. 3.3/ P.No. 13) |
| 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 compactingwith vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5(Item No. 3.4/ P.No. 13) Material obtained from Borrow Pits(With Lead Upto1000m) |
| 6 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14/ P.No. 16) |
| 7 | 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 vibratorywheelroller to achieve thedesired density, complete as per Technical Specification Clause 401.(Item No. 4.1 A(ii) / P.No. 19) By Mix in Place Method,(ii) For Grading-II Material |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(Item No. 4.8 (2)(B)/ P.No. 23) |
| 9 | Construction of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (Item No. 3.14/ P.No. 16) |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (Item No. 4.8 (3) (B) / P.No. 23)WBM Grading 3 - (B)By Mechanical Means |
| 11 | 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. (Item No. 5.1 II / P.No. 27) (i)(Emulsion : SS-1) (Above WBM G III) |
| 12 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of0.275 Kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 (Item No. 5.2 (ii) / P. No. 27) |
| 13 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical Specification Clause 508. (excluding seal coat)(I.No. 5.9 Case-II (i)/ P.No. 29) Case- III, By Mechanical Means Bitumen (S-65)VG-30 using Waste Plastic |
| 14 | Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510 (Item No. 5.12 (Case-II) Type-B (I)/ P.No. 30) B) By Mechanical Means Case -II, Type B (I) Bitumen (S-65) VG-30 |
| 15 | Reinforced cement concrete M-15 grade Ordinary Kilometer Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(I.No. 10.9 (ii) / P.No. 41) |
| 16 | Reinforced cement concrete M-15 grade 200m Stone (Precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.(I.No. 10.9 (iii) / P.No. 41) |
| 17 | Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704.(Item No. 10.10 / P.No. 41) |
| 18 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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.complete.(Item No. 16.18 / P.No. 62) |
| 19 | Providing & Constructing CC M-15 TBM Stone of size 0.30x0.30x0.75m including excavation, CC M-10 for foundation, painting, lettering with PMGSY Logo, curing, finishing etc. complete. TBM Stone (Size 0.30m x 0.30m x 0.75m) |
| 20 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm.The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos 75mm x 75mm of 12 SWG sheet tubes posts 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. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1(Item No. 10.13 / P.No. 42) |
| 21 | Providing and fixing of semi reflective cautionary, mandatory and informatory 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 of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(Item No. 10.2 B / P.No. 39) v) 800mm x 600mm Rectangular |
| 22 | Providing and fixing of semi reflective cautionary, mandatory and informatory 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 of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(Item No. 10.2 B / P.No. 39)600mm x 600mm Square |
| 23 | Providing and fixing of semi reflective cautionary, mandatory and informatory 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 of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(Item No. 10.2 B / P.No. 39) ii) 900mm Equilateral & Triangle |
| 24 | Providing and fixing a typical PMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in concrete block of 60 x 60 x 75 cm size . Information as provided in drawing of NRRDA shall be displayed on a CR/ GI sheet of appropriate thickness and fixed at steel frame with 5mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel with ready mixed synthetic enamel paint of superior quality in required shade and clolured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat epoxy paint as per drawing. (Rate as per RD& WC Deptt.No CMGSY-2007/CR/145/Yojana-9 Dt. 4-4-2017(Item No. 10.14 / P.No. 44) |
| 25 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302(Item No. 14.45/ P.No. 55) |
| 26 | Construction ofun-reinforced, dowel jointed at expansion and construction joint only, 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,edges, 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,admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawingand Technical Specification Clause 1501(excluding dowel bars and Polythene sheet) (I.No.6.1 /P.No. 32) |
| 27 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (I) (B) / P.No. 9) (I) Manual Means (B) Cement Concrete |
| 28 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202. (Item No. 2.5 (I) (B) / P.No. 9) (I) Manual MeansReinforced Cement Concrete |
| 29 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.7 / P.No. 10) Upto 600mm Ø Hume Pipe |
| 30 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202 (Item No. 2.7 / P.No. 10) Above 600mm to 900 mm Ø Hume Pipe |
| 31 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 / P.No. 44) Ordinary Soil (i) Upto 3m depth |
| 32 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 / P.No. 44) Ordinary Soil (i) Upto 3m depth |
| 33 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(Item No. 11.1 / P.No. 44) II) Ordinary rock (not requiring blasting) |
| 34 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (Item No. 11.1 A (i) / P.No. 46) A) For open Foudnation A1) For abutment i) For Normal Dewatering |
| 35 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (Item No. 11.1 A (i) / P.No. 46) A) For open Foudnation A2) For pier i) For Normal dewatering |
| 36 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (Item No. 11.1 A (i) / P.No. 46) A) For open Foudnation A3) For returns i) For Normal dewatering |
| 37 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (Item No. 11.1 A (i) / P.No. 46) A) For open Foudnation (B) For Raft Foundation B2) Other strata like B.C. Soil, Soft murum etc. |
| 38 | Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. (Item No. 11.1 A (i) / P.No. 46) A) For open Foudnation (B) For Raft Foundation C) Aprons with curtain walls in |
| 39 | Rubble filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 (Item No. 11.2 (II) / P.No. 45) |
| 40 | Providing concrete for plain cement concrete M-10 in foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203.(Item No. 11.4 (I) (i) / P.No. 46)I) PCC Grade M-10(i) Nominal Mix 1:3:6 |
| 41 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3. ( Item No. 11.3 / P.No.47 ) |
| 42 | Providing concrete for plain cement concrete M-15 in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(Item No. 11.4 (II) (i) / P.No. 48) |
| 43 | Providing and laying Plain cement concrete M-15 (Nominal Mix 1:2.5:5) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (Item No. 12.5 (I) (i) / P.No. 49) I) PCC Grade M-15(i) Nominal Mix1:2.5:5 |
| 44 | Providing and laying R.C.C. M-20 in substructure complete as per drawing and technical specifications Clauses 802, 804,805,806,807,1202 and 1204 (Item No. 12.5 (III) / P.No. 49) |
| 45 | Providing and laying R.C.C. M-25 in Foundation complete as per drawing and technical specifications Clauses 802, 804,805,806,807,1202 and 1204 (Item No. 12.5 (IV) / P.No. 49) |
| 46 | Providing and laying reinforced cement concrete M-30in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5(Item No. 13.1 (II) / P.No. 51)R.C.C. Grade M 30 |
| 47 | Providing and laying cement concrete wearing course M-30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (Item No. 13.5 / P.No. 53) |
| 48 | Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 ( Item No. 12.14 / P.No. 50) |
| 49 | Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3.( Item No. 13.6 / P.No.53) |
| 50 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in Foundation complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 ( Item No. 12.7/ P.No.50) |
| 51 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 ( Item No. 12.7 / P.No.50) |
| 52 | Supplyingfitting and placing TMT bar reinforcement in superstructurecomplete as per drawings and technical specification Clauses 1002, 1010 and 1202 (Item No. 13.3 / P.No. 52 |
| 53 | Providing weepholes in plain concrete abutment, pier & return 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(Item No. 12.7 (a) / P.No. 48) |
| 54 | Providing Tar paper bearing of approved quality in proper size etc. complete (Rate as per PWD CSR for 2020-21) (Item No.13.02 / P.No. 118) |
| 55 | Expansion joint with 25 mm thich bitumenous pad (Rate as per PWDCSR for 2018-19) BR 43B (Item No.14.33 / P.No. 123) |
| 56 | 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 (Item No. 12.9 / P.No. 49) |
| 57 | Sand filling in foundation trenches as per drawing and Technical Specification Clause 305.3.9 (Item No. 11.2 (I) / P.No. 46) |
| 58 | Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall Technical Specification Clause 1311 (Item No. 14.10) / P.No. 56) |
| 59 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material and 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. (Item No. 9.3/ P.No. 37) 1000mm Ø ISNP NP 3 |
| 60 | Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (Item No. 12.8 (I) / P.No. 49) |
| 61 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. (Item No. 9.4/ P.No. 37) 600mm Ø ISNP NP 2 |
| 62 | Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material and 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. (Item No. 9.4/ P.No. 37) 800mm Ø ISNP NP 2 |
| 63 | Providing and fixing granite/ marble table of 15 mm to 18 mm thickness, including making goorve in wall / concrete surface filling joints with slurry, curing polishing, rounding edges, as required cleaning etc. complete of size and description as per detailed drawing including embossing and fitting in CM 1:2 border. (Item No. 12.15/ P.No.50) |
| 64 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 ( item No. 14.1 / P.No. 56) |
| 65 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawiing and techinical specification clause 1701(Item No. 10.5 / P.No.40 ) |
| 66 | White washing two coats for brickwork including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 (Item No. 15.13 / P.No. 60) |
| 67 | Road Delineators:Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings( PWD SOR Item No. 6.15) |
| 68 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat"s Eyemade of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. ( PWD SOR Item No. 6.09) |
| 69 | Shifting of Electric Polesetc. Complete |
| 70 | Shifting of DP etc. Complete |
| 71 | Construction of Rounded Hump Type Speed Breaker as per IRC :99 for general traffic as per complete and as directed by Engineer in Charge . |
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