Rural Works Department has published Tender For Civil Works - Roads Work -Beldaur Pachaut Pmgsy Road Bajrangbali Mandir To Jai Singh Basa Tak. Submission Date for this Tender is 26-02-2021. Road Work Tenders in Gogri Bihar. Bidders can get complete Tender details and download the document.
| Name of Work: Beldaur Pachaut PMGSY Road Bajrangbali Mandir TO Jai Singh Baba | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Setting Out Pillars -Providing & Fixing of Working benchmark Pillars 01 nos. per km & 04 Nos. of reference pillars required for 1 Km. as per drawings given and direction of E/I\nWorking benchmark Pillars | 1.4 | Nos | |
| 2 | 2 | Reference pillars | 1.4 | Nos | |
| 3 | 3 | Clearing and Grubbing Road Land (By manual means) including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification-clause 201.1 and direction of E/I | 0.98 | Ha | |
| 4 | 4 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 . (Including Royality & Labour Cess).\nFor 1000 m lead | 701.57 | Cum | |
| 5 | 5 | Construction of Subgrade and Earthen Shoulders with 5% Local sand mixed with Rotavator to achive minimum Socked CBR value of 5 %.-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 compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess). | 4080.56 | Cum | |
| 6 | 6 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)-For Grading I Material -Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. | 1145.34 | Cum | |
| 7 | 7 | WBM Grading 3 (By Manual Means ) -Providing, 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 397.69 | Cum | |
| 8 | 8 | Prime Coat (Low porosity)-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. | 5302.5 | Sqm | |
| 9 | 9 | Tack Coat -Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. | 5302.5 | Sqm | |
| 10 | 10 | MSS-MIX SEAL SURFACE (TYPE-B) BITUMINOUS (S-90)-Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 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 | 5302.5 | Sqm | |
| 11 | 11 | Kilometre stone -Reinforced 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.\ni) 5th km stone | 2 | No. | |
| 12 | 12 | ii) Km stone | 6 | No. | |
| 13 | 13 | iii) 200 m stone | 24 | No. | |
| 14 | 14 | Traffic sign-Providing and fixing of Retro reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel 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 road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean of properly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. \n600 mm circular, (Speed Limit)\n | 6 | Nos | |
| 15 | 15 | 900 mm equilateral & triangle, (Left, Right Curve) | 6 | Nos | |
| 16 | 16 | 600 mm x 450 mm rectangular, (School & Place) | 4 | Nos | |
| 17 | 17 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface-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. | 280 | Sqm | |
| 18 | 18 | Cable Duct Across the Road(For irrigation purpose)-Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:981997,bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.\nSingle Row Cable Duct @ 4 no. Per Km (3 no. Pipe 7.5 m in length)\n | 45 | Rm | |
| 19 | 19 | Direction and place indentification signs up to 0.9 sqm size board-Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 | 1 | No. | |
| 20 | 20 | (I)Providing and Fixing 'Logo' of Project -Providing and fixing of typical MMGSY 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\n | 4 | No. | |
| 21 | 21 | Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104 | 165.66 | cum | |
| 22 | 22 | Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M 15 (1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 14.02 | cum | |
| 23 | 23 | Providing P.C.C. M 20 (1:2:4) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 53.78 | cum | |
| 24 | 24 | Providing and laying reinforced cement concrete ( M 25 ) in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | 8.8 | Cum | |
| 25 | 25 | Backfilling behind wing wall and return wall complete as per drawing and technical specification Clause 1204.3.8 | 42.22 | Cum | |
| 26 | 26 | Plain/Reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 42.48 | cum | |
| 27 | 27 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | 2.06 | MT | |
| 28 | 28 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing | 56 | Nos. | |
| 29 | 29 | 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 | 10 | M | |
| 30 | 30 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.74 | Mt | |
| 31 | 31 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 27.24 | cum | |
| 32 | 32 | Drainage spouts complete as per drawing and technical specifications Clause 1209 | 8 | Nos | |
| 33 | 33 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 | 2.62 | Sqm | |
| 34 | 34 | Five Year Maintenance cost | 20 | RS. | |
| 35 | 35 | Seigniorage Fee (10%) For Material Rate Including Royality -For Construction Work | 1 | RS. | |
| 36 | 36 | ADD GST @ 12 % | 1 | Rs. | |
| 37 | 37 | ADD LABOUR CESS @ 1 % | 1 | Rs. |
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