Panchayat Raj Department has published Tender For Construction Of Road And Bridge Work - Nit No21/Ato/23-24, Dt. 01.11.23 Mrl01-Satyavolu To Vaddigudem, Pedapadu (M), Wg Dist. Submission Date for this Tender is 06-12-2023. Road Work Tenders in pedapadu Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 22-Nov-2023 | Corrigendum for date modification | Date | 28-11-2023 |
| 2 | 28-Nov-2023 | Corrigendum No. 2 for modification of Dates | Date | 06-12-2023 |
| Sl. No. | Item Description |
| 1 | Road Portion |
| 2 | 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 not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD . including contractors profit & Over head charges, but excluding GST and Seigniorage chargesetc., complete. |
| 3 | Scarifying existing granular surface to a depth of 50 mm and spreading scarified material in uniform layers with Tractor grader and compacting withVibratory Roller to achieve thedesired density as per Technical Specification Clause 301.4. MORD ,including contractors profit & Over head charges, but excluding GST etc., complete. |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain (not exceeding 0.6 m depth) and foundation of other structures including breaking clods, ramming, spreading, sectioning, grading compacting with vibratory roller 80-100KNto OMC compaction including to a top width of 7.5m and raising to required heightcomplete etc.as perrequirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. |
| 5 | 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, but excluding GST and Seigniorage chargesetc., complete.., complete. |
| 6 | Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not 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 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. |
| 7 | Construction of granular Shoulders by providing well graded meterial (i.e9.5 mm to 4.75 mm size Gravel of 66% and Sand of size < 2.36 mm @ 34%) having soaked CBR not less than 15% and Plasticity Index < 6 and stacking at site to the departmentel gauge for pre measurements and mixing them and spreading the same with Tractor grader in uniform layers of loose thickness of not more than 225mm including mixing by mix in place method with rotavatorand compacting at OMC with Vibratory roller 8 to 10 Tonnes capacity to achieve the desired density, complete as per IRC technical specification clause 402 (3) (iii) of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. |
| 8 | Construction of granular sub-baseby providing well graded material(Table 400.1-A) 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 rotavatorat OMC, and compacting withVibratory Roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete. |
| 9 | Construction of Cement treated Granular Base by providing, laying and spreading crushed rock materials ( as per table 400.4 of MoRTH i.e.., using crushed stone materials of 37.5 to 9.50mm @ 32.50%, 9.50 to 4.75mm @5% and 4.75mm to 75 microns @62.50% ) on a prepared sub base by adding 5.5per centquantity of cement by weight ( i.e.., at 110 Kgs/Cum of finished qty of item, the mix shall be designed for a minimum laboratory test for 7 days unconfined compressive strength and not less than 3.00 MPa(30 Kg/cm2) ) for base course and mixing in place with rotavator, grading with the tractor grader and compacting with the vibratory roller 8-10 Tonnes capacity at OMC to achieve the desired unconfined compressive strengthand to form a layer of Base, as per MORTH specification 403,including contractors profit & Over head charges, but excluding Seig Charges, Labour Cess & GST etc,. Complete.as per clause 403.2 and Table 400.4 for Cement Treated crushed rock base Course |
| 10 | 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, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 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 0.70-1.0 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, but excluding GST etc., completefor Prime Coat |
| 12 | 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, but excluding GST etc., completefor Tack Coat |
| 13 | 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 30-40TPH, laying and rolling with a three wheel 0-100 kN static roller capacity, paver finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C 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 506 MORD"2014 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete using HMP |
| 14 | Providing and laying bituminous 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 9.5mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, chips to be premixed by mechanical means .with the bitumunous 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 508 of MORD"2014 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for seal coat.By Mechanical Means |
| 15 | Road Furniture |
| 16 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTHincluding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for5th Kilometre Stone (precast) |
| 17 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTHincluding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for5th Kilometre Stone (precast) for Ordinary KM Stone |
| 18 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTHincluding contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for5th Kilometre Stone (precast) for 200 M Stone |
| 19 | Providing and fixing of Maintenance information board as per IRC:67 made oftype Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTHfixed over Alluminium Composite Material of 4mm thicknessand size of 900 x 1500 mmon a frame made up of 25X25X6mm thick MS angles and 25x 5mm MS Flatsand welded to welded MS flat Iron plates 50 x 5 mm size on back and welded to 75 mm x 75mm x6mm MS hallow squar tube frame of height 3.00m as per the drawing and painted with ready mixed syntheticenamel paint of superiorquality in required shade and colour, lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications.The 75mm dia steel tubes welded with 50 x 50x 6 mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxypaint and embedded in to cement concrete M15 grade of size 600 x 600 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit but excluding GST & Seigniorage charges etc., complete. |
| 20 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign as per IRC:673 nos mounted on singla pole of 100x100x6 mm MS angle 5.00 Mts long and made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 100 mmx100 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx900 mm, 900mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 21 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing.Three Alluminium Composite Material , top and Bottom plate duly Revited with MS flat iron 25mmx5mm 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 1 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level.The top most diamond plate andBottom Plate will be made with 25mmX25mmX5mm MS Angles andwelded MS tube tube.All MS painted Epoxy 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 22 | 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 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. at Speed breakers near Junctions,T Boards at junctions ,Prohibited boardsat junctions (triangle of size 600 X 600mm size) |
| 23 | 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 MORD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 mm,600 mm below ground level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. Stop boards at junctions(900 mm side octogen) |
| 24 | Providing and erecting direction and place identification retro-refectorised sign as per IRC:67 made of encapsulated lens type refective type sheeting vide clause 1701.2.3 MORD fixed over aluiminium sheeting,2 mm thick with area not exceeding 0.90 sqm supported on mild steel iron posts 75x75x6 mm firmly fixed to ground by means of propoerly designed foundation with M15 grade cement concrete 450x450x600 mm,600 mm below groubd level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 25 | Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materialsequipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 26 | Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 27 | Supplying & Fixing of Moulded Shanks Raised Pavement Markers made 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/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 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 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges, |
| 28 | Sub Work: Construction of single Row 1000 mm dia. Pipe culvert. (2Nos)@ 0/750,3/210 |
| 29 | 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 as per Technical Specification 305 MORD / 304 MORTH ,including contractors profit & Over head charges, excluding GST and Seigneorage etc., complete- For Foundations |
| 30 | Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges etc.,complete for foundations. |
| 31 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal 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, excluding GST and Seigneorage etc., complete For levelling course |
| 32 | Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, excluding GST and Seigneorage etc., complete- For Footings |
| 33 | Providing and laying reinforced cement concrete pipe 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 wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Pipe Culvertswith1000mm diaNP3 pipes |
| 34 | Sub Work: Construction of single vent 600 mm dia. Pipe culvert. (8Nos) @ 1/0,1/500,1/870,2/420,3/460,4/500,4/900,4/740 |
| 35 | 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 as per Technical Specification 305 MORD / 304 MORTH ,including contractors profit & Over head charges, excluding GST and Seigneorage etc., complete- For Foundations |
| 36 | Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges etc.,complete for foundations. |
| 37 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal 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,excluding GST and Seigneorage etc., complete For levelling course |
| 38 | Plain cement concrete M 15 grade using 40,20 & 10mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MORD and 1500, 1700 & 2200 MORTH ,including contractors profit & Over head charges, excluding GST and Seigneorage etc., complete- For Footings |
| 39 | Providing and laying reinforced cement concrete pipe 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 wall and parapets. Tech Specification Clause 1101.6 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - For Pipe Culverts |
| 40 | Sub Work:Construction ofToe wall KM 1/4-5/2 Left side |
| 41 | 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 as per Technical Specification 305 MORD / 304 MORTH ,including contractors profit & Over head charges,excluding GST and Seigneorage etc., complete- For Foundations |
| 42 | Filling in foundation trenches with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST and seigniorage charges etc.,complete for foundations. |
| 43 | Providing concrete for plain concrete M 10grade in open foundations using 40 mm nominal 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, excluding GST and Seigneorage etc., complete For levelling course |
| 44 | Plain cement concrete M 15 grade using 40,20 & 10mm 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 GST and Seigneorage etc., complete |
| 45 | Providing weep holes 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 drawing and technical specification Clauses 614, 709, 1204.3.7 MORD / 2706 & 2200 MORTH including contractors profit & Over head charges, excluding GST and Seigneorage etc., complete |
| 46 | 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 47 | Name of the sub Work: Providing Retaining wall. |
| 48 | Providing 375mm dia. Double bulb under reamed Piles to 3.75M depth with Reinforcedconcrete M 20grade Design using 20 & 10mm metalhard granitestone aggregate (HBG), mechanically mixed, placed in foundation and upto a depth of 1.50mts below ground level and upto a height of 1.5mts above GL/ Bed leve 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, but excluding GST and seignioragewith requiredqty of steel but excluding cost of steel and its fabrication charges including cutting pile, layiing concrete, etc.,complete. |
| 49 | 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 as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations |
| 50 | Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm 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, but excluding GST and seigniorage etc., complete (upto 5m height) |
| 51 | 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, but excluding GST and seigniorage etc., complete |
| 52 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including contractors profit & Over head charges, but excluding GST etc., complete - For Foundation |
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