Rural Works Department has published Civil Works - Roads - Parambansant Tola To Nahra Tola. Submission Date for this Tender is 27-01-2021. Road Work Tenders in SHEOHAR Bihar. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Road & CD Works of :-Parambansant Tola to Nahra Tola , Length -4.28 Km., Block -Tariyani , District -Sheohar , UNDER PMGSY. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Embankment with Material Obtained from Roadway Cutting\nConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 1414.57 | Cum | |
| 2 | 2 | Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000 m\nExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capscity including cutting and loading in tippers trimming bottom and side slopes in accordance with rweuirements of lines grades and cross section and transporting to the embankment location with al lifts upto 1.5 m lead upto 1000 m as per technical specification clause 302.3 | 7.53 | Cum | |
| 3 | 3 | Construction of Embankment with Material Obtained from Borrow Pits\nConstruction 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 100 m as per Technical Specification Clause 301.5 | 2170.58 | Cum | |
| 4 | 4 | Construction of Embankment with Material Obtained from Borrow Pits\nConstruction 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 | 542.66 | Cum | |
| 5 | 5 | Construction of Subgrade and Earthen Shoulders\n Consturcion of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transproting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upt 100m as per Technical Specification clause 303.1 | 4282.5 | Cum | |
| 6 | 6 | Construction of Subgrade and Earthen Shoulders\n Consturcion of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transproting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upt 1000m as per Technical Specification clause 303.1 | 1421.88 | Cum | |
| 7 | 7 | Granular sub-base For Grading -II materials \nConstruction of granular sub-base by providing well graded material (Grading II) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 | 1892.27 | Cum | |
| 8 | 8 | WBM Grading -III\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. | 1158.98 | Cum | |
| 9 | 9 | Prime Coat\nProviding 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 | 8680.95 | Sqm | |
| 10 | 10 | Tack Coat\nProviding and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 50 | 8680.95 | Sqm | |
| 11 | 11 | Mix Seal Surfacing\n Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 | 8680.95 | Sqm | |
| 12 | 12 | 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. | 816 | Sqm | |
| 13 | 13 | Panel Concrete Pavement\nConstruction of un-reinforced, 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 | 677.21 | Cum | |
| 14 | 14 | Surface Drains in Soil\nConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. | 3264 | M | |
| 15 | 15 | PCC M-20 in Drain\nProviding concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 57.2 | Cum | |
| 16 | 16 | Brick Soling\nLaying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 | 440 | Sqm | |
| 17 | 17 | Sand Filling below brick Soling \nFillling in foundation trenches as per drawing and technical specification Clause 305.3.9 | 84 | Cum | |
| 18 | 18 | Kilometer Stone \nReinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703\nii) Km stone | 4 | Each | |
| 19 | 19 | iii) 200 m stone | 17 | Each | |
| 20 | 20 | Semi-Reflective Traffic signs \nDirection and place identification signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations 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 | 4 | Each | |
| 21 | 21 | Retro-reflectorised Traffic Signs \nProviding 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\n75 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 per drawings and Technical Specification Clause 801\n(i) 900 mm equilateral and triangle | 3 | Each | |
| 22 | 22 | (ii) 600 mm equilateral and triangle | 2 | Each | |
| 23 | 23 | (iii) 600 mm circular | 4 | Each | |
| 24 | 24 | (iv) 800 mmx600 mm rectangular | 3 | Each | |
| 25 | 25 | (v) 600mm x 450 mm rectangular | 2 | Each | |
| 26 | 26 | (vi) 600 mm x600 mm | 4 | Each | |
| 27 | 27 | (vii) 900 mm side octagon | 1 | Each | |
| 28 | 28 | Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm 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 75 mm 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 | 2 | Each | |
| 29 | 29 | (ii) Providing and fixing "Logo " Bord\nProviding and Fixing 'Logo' of PMGSY ProjectProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm 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 75 mm 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 | 3 | Each | |
| 30 | 30 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm 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 75 mm 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 | 2 | Each | |
| 31 | 31 | Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 244.16 | Cum | |
| 32 | 32 | Bedding for Pipe \nType B (First Class) Bedding\nLaying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) | 29.68 | Cum | |
| 33 | 33 | PCC M-15\nProviding concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 10.84 | Cum | |
| 34 | 34 | PCC in Head Wall \nPlain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 103.28 | Cum | |
| 35 | 35 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. | 40 | M | |
| 36 | 36 | 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 | 51.64 | Cum | |
| 37 | 37 | Back Filling \nBackfilling with local sand in foundation trenches as per drawing and technical specification clause 1108 | 96.52 | Cum | |
| 38 | 38 | Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 297.96 | Cum | |
| 39 | 39 | PCC M-15\nProviding concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 37.23 | Cum | |
| 40 | 40 | PCC M-20\nProviding concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 186.24 | Cum | |
| 41 | 41 | (i) PCC Grade M-20 | 106.8 | Cum | |
| 42 | 42 | (ii) RCC Grade M-20 | 12.24 | Cum | |
| 43 | 43 | 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 | 96 | Nos | |
| 44 | 44 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.21 | MT | |
| 45 | 45 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | 148.5 | Cum | |
| 46 | 46 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size 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 specification Clause 1204.3.8 | 68.58 | Cum | |
| 47 | 47 | Providing PCC M20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clause 615, 710 and 1204.3.11. | 30 | M | |
| 48 | 48 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5\nRCC m25 | 9.93 | Cum | |
| 49 | 49 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 | 1.434 | MT | |
| 50 | 50 | Filler Joint\nProviding and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications | 45 | M | |
| 51 | 51 | 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 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 | 18 | Cum | |
| 52 | 52 | Add 1% Labour Cess :- | 1 | No | |
| 53 | 53 | Add 12% GST :- | 1 | No | |
| 54 | 54 | Seigniorage Fee 10% | 1 | No | |
| 55 | 55 | Maintainance for 1st year | 1 | Year | |
| 56 | 56 | Maintainance for 2nd year | 1 | Year | |
| 57 | 57 | Maintainance for 3rd year | 1 | Year | |
| 58 | 58 | Maintainance for 4th year | 1 | Year | |
| 59 | 59 | Maintainance for 5th year | 1 | Year | |
| 60 | 60 | 1% Labour Cess :- | 1 | No | |
| 61 | 61 | 12 % GST :- | 1 | No | |
| 62 | 62 | 10 % Seigniorage Fee :- | 1 | No |
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