118/DB/PMGSY III Batch 1/2025-26 dt,9.1.2026 ofSE PR Kakinada

Package.No.AP05III JPT LB01- Construction of HLB across Boddamanu kalava at km 6/000 on Road from T03 - Rajapudi to Bhupathipalem : Est.Rs.187.00 lakhs + Rs5.14 lakhs routine Mtc

Road Part

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

Earth work in excavation for structures as per drawing and Technical Specification 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 as per Technical Specification 305 MORD .including contractors profit & Over head charges but excluding Seigonarage charges & GST. Below Water level 3.00 to 6.00 mts.

Filling sand in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding GST

Providing concrete for plain concrete M10 in open foundtions using 40mm size Graded Hard stone aggregate, 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 but excluding Seigonarage charges & GST for levelling course under footings of Abutments ,piers ,wing walls toe wall

Plain cement concrete M15 grade Design mix using 40,20 & 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 & 1210 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges - for Revetmentof Toe wall

Reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in Foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Foundations

Reinforced cement concrete M30 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 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Sub Structures

Providing and laying reinforced cement concrete M30 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete 5 to 10m height.

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.

Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST. for fouondations

Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST. for sub structures

Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST. for Superstructures

P.C.C. M 15 ordinary grade (1:2.5:5) using 40,20 & 10mm metal mechanically mixed leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD including overhead charges & Contractors profit but excluding GST under approach slab

Reinforced Cement Concrete M 30 grade approach slab using 20 & 10mm metal mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1211 MORD including overhead charges & Contractors profit but excluding GST appraoch slab

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH,including overhead charges & Contractors profit but excluding GST& Seigniorage charges .for approach slab

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

Providing and laying of filter medial with granular materials/ stone crushed aggegaes satisfyg the requirements laid down in clause 2504.2.2 of MORTH Specifications to a thicness of not lessthan 600mm siwht smaller size towards the soiland bigger size towards the wall andprovide over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firmcondition complete as pser drawing and Technical Specififcations and as per MORTH & Specification Nos,. 2200 and Cl.. 710.1 behind abutments

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,)

Providing and laying Strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer / supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation etc., complete including over heads & contractors profit etc., complete.

Supplying and fixing of Mastic pads 25.40 mm thick at wingwalls joints, wing wall raft joints, deck slab joints at pier and abutments and railing joints including contractors profit & Over head charges but excluding Seigonarage charges & GST

Construction of R.C.C. railing of M 30 grade (excluding cost of reinforcement) in cast-in-situ with 20 & 10 mm nominal size aggregate (HBG), 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 MORD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701MORD. including contractors profit & Over head charges, but excluding GST etc., complete

Gravel Backing for Revetments as per APSS including cost and conveyance of all materials and all labour charges and contractors profit & Over head charges, but excluding GST and seigniorage etc., complete fro wing walls and sloped portion

Providing Grouted Revetment with rough stone (HBG) of not less than 300 mm size grouted with 0.20 cum of CC (1:4:8) including cost and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 4th revision ) and as directed by the Engineer-in-Charge for quadrential revetment.

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 MORD including contractors profit & Over head charges, GST and Seignorage etc. complete.

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing 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 -1000 mmdia For Pipe Culverts

Approach Road portion

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 MORD including contractors profit & Over head charges, GST and Seignorage etc. complete.

Construction of granular sub-base by providing well graded material(Table 400.1) with Grading III Material(HBG M/C +Stone dust) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor 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 Technical Specification Clause 401 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in 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

Construction of un-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 in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed 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, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including contractors profit & Over head charges, GST and Seigneorage etc., complete

Name of the sub Work :Construction of Retaining Wall :

Sub work:Construction of Retaining Wall : 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

Filling in foundation trenches / Pipe bedding with Sand as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size 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, but excluding GST and seigniorage etc., complete For levelling course

Plain cement concrete M 15 grade using 40,20 & 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- For Abutments & wing walls of slab culvert, Retaining walls

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

Name of the sub Work :Road Furniture

Sub work:Road Furniture: Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing. Three Alluminium Composite Material as per Drawings, top and middle plate duly welded 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 2 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 will be welded to middle plate by 47mmx47mm 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete

Providing and fixing of Maintenance information board as per IRC:67 made of type Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH fixed over Alluminium Composite Material of 4mm thickness and size of 900 x 1500 mm on a frame made up of 25X25X6mm thick MS angles and 25x 5mm MS Flats and 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 synthetic enamel paint of superior quality 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 epoxy paint 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.

Providing and fixing of Citizen information board as per MoRD specifications and drawings. The board will be a composite unit consisting of 2 MS plates of 1.6 mm (16SWG) thickness and size of 900 x 750 mm welded over welded MS Flat iron plates 50 x 5 mm size on back and welded to 75 mm 3.65 mm thick (B class) steel tube frame of height 3.05m as per the drawing and painted colour, lettering, colour, band, diagrams, specifications. the 75mm dia steel tubes welded with 50 x 50x 6mm angle iron hold fasts of 225 mm long at bottom and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 600x600x750 mm, 600mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit, etc., complete

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.

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.