Panchayat Raj Department has published Package No. Ap20lwe-12 ( Consists Of One Bridge Work In Pachipenta Mandal Of Vizianagaram District ) . Construction Of High Level Bridge At 0 By 889 Km On The Road From Aluru To Moduga Via Gudilamada In Pachipenta Mandal Of Vizianagaram District. Est. Co. Submission Date for this Tender is 03-11-2021. Bridge Work Tenders in Pachipenta Mandal of Vizianagaram District . Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Construction of High Level Bridge at 0/889 Km on the road from Aluru to ModugaVia Gudilamada in Pachipenta Mandal of Vizianagaram District. |
| 2 | Bridge Portion |
| 3 | Earthwork in excaion 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 excaed suitable material as per Technical Specification 305 MoRD / 304 MoRTH, including contractors profit & Over head charges and excluding Seignerage charges and GST . etc., complete in Oridinary soils up to SDR up to 3 m depth. |
| 4 | Fillingin foundation trenches bedding with Sand as per drawing and technical specification Clause 305.3.9 MoRD & 304 MoRTH,including contractors profit & Over head charges and excluding Seignerage charges and GST . etc., complete. |
| 5 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm No.minal size Graded hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MoRD and 1500, 1700 & 2100 MoRTH , including contractors profit & Over head charges and excluding Seignerage charges and GST . etc., complete For levelling course |
| 6 | Plain cement concrete M 20 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MoRD and 1500, 1700 & 2200 MoRTH including contractors profit & Over head charges and excluding seigneorage charges and GST etc. complete for cutoff walls and foundations |
| 7 | Reinforced cement concrete M25 grade (Design Mix) using 25 & 10 mm metal (HBG) mechanically mixed in Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MoRD and 1500, 1700 & 2200 MoRTH including contractors profit & Over head charges excluding seigneorage charges and GST etc. complete for finished item of work for Raft and Return Walls. |
| 8 | Plain cement concrete M 20 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MoRD and 1500, 1700 & 2200 MoRTH including contractors profit & Over head charges and excluding seigneorage charges and GST etc. complete for Footings of Abutments and Piers. |
| 9 | Plain cement concrete M 20 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MoRD and 1500, 1700 & 2200 MoRTH including contractors profit & Over head charges,and excluding seigneorage charges and GST for substructure of piers, abutments and wing walls. |
| 10 | Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MoRD / Sections 1500, 1600 & 1700 MoRTH including overhead charges & Contractors profit, but excluding GST, Seigniorage charges and cost of steel etc., complete. For Bed Blocks/ Backing walls |
| 11 | Vibrated reinforced cement concrete M25 grade (Design Mix) using 20 & 10 mm metal mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MoRD / Sections 1500, 1600 & 1700 MoRTH including overhead charges & Contractors profit, but excluding GST, Seigniorage charges and cost of steel etc. complete For deck slab |
| 12 | P.C.C. M 15 ordinary grade leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MoRD & 2700 MoRTH including overhead charges & Contractors profit, and excluding GST and seigniorage charges etc. complete |
| 13 | Vibrated reinforced cement concrete M30 grade (Design Mix) using 20 & 10 mm metal mechanically mixed for approach slab as per drawing and technical specifications Clauses 800 and 1211 MoRD / Sections 1500, 1600 & 1700 & 2704 MoRTH including overhead charges & Contractors profit, but excluding GST, seigneorage charges and excluding cost of steel etc. complete for Approach slabs.. |
| 14 | Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10 mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MoRD and 2702 MoRTH including overhead charges & Contractors profit, seigneorage charges and excluding GST charges but excluding cost of steel etc. complete. |
| 15 | Construction of R.C.C. railing of M 25 grade (excluding cost of reinforcement) in cast-in-situ with 20 & 10 mm No.minal size aggregate (HBG), true to line and grade, tolerance of vertical railing post No.t to exceed 1 in 500, centre-to-centre spacing between vertical posts No.t to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MoRD including contractors profit & Over head charges and excluding seigneorage charges and GST . etc., complete over Bridge and Approaches. |
| 16 | Cost, supply and fixing of Bituminous Mastic pad 25.4 mm including cost and conveyance and all labour charges and including contractors profit & Over head charges, excluding seigneorage charges and GST chargesetc., complete |
| 17 | Supplying, fitting, and placing HYSD bar reinforcement Fe 500 in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 MoRD / 1100, 1600 MoRTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit excluding GST charges etc. complete. |
| 18 | Supplying, fitting, and placing HYSD bar reinforcement Fe 500 in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MoRD / 1100, 1600 MoRTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit excluding GST charges etc. complete. |
| 19 | Supplying, fitting, and placing HYSD bar reinforcement Fe 500 in super structure complete as per drawing and technical specifications Clauses 1002, 1010and 1202 MoRD / 1600 MoRTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded including overhead charges & contractors profit and excluding GST chargesetc. complete. |
| 20 | Providing weep holes 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 MoRD / 2706 & 2200 MoRTH including contractors profit & Over head charges, and excluding GST etc., complete |
| 21 | 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 specification Clause 1204.3.8 MoRD / 710.14 of IRC, 78 & 2200 MoRTH including overhead charges & Contractors profit, excluding seigneorage charges andGST charges etc. complete. |
| 22 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MoRD / 710.14 of IRC, 78 & 2200 MoRTH including overhead charges & Contractors profit, excludingseigneorage charges andGST charges etc. complete. |
| 23 | Jeddy Stone Dry Packing for Aprons and Revetments Section 1300 MoRD including cost and conveyance of all materials and all labour charges etc., complete including contractors profit & Over head charges, and excluding seigneorage charges and GST . |
| 24 | Supply and fixing of Drainage Spouts complete as per drawing and Technical specification No.. 2705. (As per Data communicated vide Circular Memo No.. D&P/Bridge work estimates/non SSR Items/rates/2009-1 Dt 13-08-09 of the Chief Engineer (R&B), Designs & Planning wing,) including cost and conveyance of all materials and all labour charges etc., complete including contractors profit & Over head charges, excluding and GST . |
| 25 | Painting to Railing two coats with white cement to give an even shade after thouroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials , labour charges and incidental such as scaffolding , lift charges etc., and including overhead charges & Contractors profit and excluding GST & seigneorage charges etc. complete. |
| 26 | Approach Roads to Bridge |
| 27 | 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 No.t exceeding 150 mm in thickness as per Technical Specification Clause 201 MoRD . including contractors profit & Over head charges,excluding seigneorage charges and GST etc., complete. |
| 28 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MoRDincluding contractors profit & Over head charges, excluding seigneorage charges and GST etc. complete. |
| 29 | Construction of granular sub-baseby providing well graded material (Table 400.1) with Grading IIIMaterial (HBG M/C + Stone dust)CBR Value not less than20 andPI Value less than 6spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rota orat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MoRD including contractors profit & Over head charges, excluding seigneorage charges and GST etc. complete. |
| 30 | Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD nott less than 1.85 g/cc with LL & PI not more than 40% and 20 respectivelyand spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC withvibratory roller 80-100 KN to meet requirement of Table 300.2 with as per Technical Specification Clause 303 MoRD / 305 MoRTH, by using machinery including contractors profit & Over head charges, excluding seigneorage charges and GST etc. complete. |
| 31 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 KN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MoRD/ MoRTH, including contractors profit & Over head charges, excluding seigneorage charges and GST etc., complete |
| 32 | 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 MoRD (for use on Wet Mix Macadam & WBM) including contractors profit & Over head charges, excluding seigneorage charges and GST etc., completefor Prime Coat |
| 33 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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 503 MoRD, including contractors profit & Over head charges, excluding seigneorage charges and GST etc., completefor Tack Coat |
| 34 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (Table 500.13) either using penetration grade bitumen 60/70 grade at the rate of 14.6 Kg/10 Sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a Hot Mix plant of 30-40 TPH, laying & levelling with mechanical paver and rolling with a three wheel 0-100 KN static roller capacity, finished to required level and grades to be followed by seal coat including cost and conveyance of all materials from approved sources, labour charges and hire and operational charges of power road roller and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per clause 508 MoRD including contractors profit & Over head charges excluding seigneorage charges and GST etc. complete. |
| 35 | Providing and laying bitumiNo.us premixed seal coat (Type C) comprising of stone chipping of grading as defined in table 500.16 of MoST with Crushed stone chips of 6.7 mm size 100% passing through 9.5 mm seive and retained on 2.36 mm sieve applied @ 0.09 Cum per 10 Sqm, chips to be premixed by mechanical means .with the bitumuNo.us binder using 6.50 Kgs of bitumen VG 30 grade for 10 Sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to required level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge forpremeasurements, labour charges and hire and operational charges of power road roller 8 to 10 Tonnes capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 510 of MoRD including contractors profit & Over head charges,excluding seigneorage charges and GST etc., complete for seal coat. |
| 36 | Providing and laying pitching on slopes laid over prepared filter media/ gravel backing as per drawing and technical specifications Clause 1302 MoRD / 2504 MoRTH including cost and conveyance of all materials and all labour charges etc., complete including contractors profit & Over head charges excluding seigneorage charges and GST etc., complete |
| 37 | River Protection work at Bridge site |
| 38 | Earthwork in excavationin Ordinay Soil 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 as per Technical Specification 305 MoRDincluding contractors profit & Over head charges, but excluding Seigonaragecharges & GST Above water Level.Upto 3 m depth |
| 39 | Construction of embankment with approved material obtained from borrow pits with all lifts, 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 MoRD/ 305 MoRTH including overhead charges & Contractor profit, but excluding GST and seigonarage charges etc. complete. |
| 40 | Providing filter Media underneath pitching in slopes complete as per MoST specifications No. 305, 309 & 2504 (under stone pitching) including cost and conveyance of all materials and labour charges etc.complete including contractors profit, over heads, but excluding GST & seignorage charges |
| 41 | Rough stone 300 mm thick Dry Packing for Aprons and Revetments Section 1300 MoRD including cost and conveyance of all materials and labour charges etc.complete including contractors profit,over heads, but excluding GST & seignorage charges for Up stream side and Down stream side. |
| 42 | Road Furniture |
| 43 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MoRD secifications and drawing.Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on black on edges.The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 Nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level.The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG sheet plate tube.All MS will be stove enmeled on both sides.Lettering and paining of superior quality in required shede and colour.All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MoRD including contractor profit and over head charges and excluding seigneorage charges and GST . |
| 44 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MoRD secifications and drawing.Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on black on edges.The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 Nos. 75 mmx 75 mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level.The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG sheet plate tube.All MS will be stove enmeled on both sides.Lettering and paining of superior quality in required shede and colour.All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 if MoRD including contractor profit and over head charges and excluding seigneorage charges and GST . |
| 45 | Providing and fixing of semi-reflective cautionery, mandatory and informatory boards as per IRC:67 made of 1.5 mm thick MS sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 65 mm width and required letters and figures with reflective engineering grade tape as per clause 1701.3.9 of MoRD for rural roads specification of required shade and colour supported and welded on 47 x 47 mm of 12 SWG square tube of 3050 mm height duly strenthened by 25 x 5 mm MS flat iron on edges on back firmly fixed to ground by means of properly designed foundations with M-15 grade CC 450 x 450 x 600 mm, 600 mm below ground level as per approved drawings and technical specification Clause 1701.2.2 of MoRD including contractors profit & Over head charges,excluding seigneorage charges and GST |
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