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| 1 | Package No. AP 03 PIII HLB 07 - Construction of Bridge across local vanka on the Road TO3 - Yerpedu Sadasivapuram Road to RPK Road via Modugulapalem, Siddaiahgunta and Saraswathikandriga of Yerpedu Mandal, Chittoor District |
| 2 | BRIDGE |
| 3 | 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 dewatering, contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete- For Foundations in ordinary soils upto 3 mt depth. |
| 4 | Construction of compacted soil base below raft 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 etc., complete for compacted soil base. |
| 5 | Plain cement concrete M15 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete for levelling course. |
| 6 | Providing and laying reinforced cement concrete M35 grade (Design Mix) using 20 & 10 mm metal (HBG) mechanically mixed in foundations complete as per drawings and technical specification Clauses 802, 803, 1202 and 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and Seigniorage charges and cost of steel etc., complete for raft foundation. |
| 7 | Providing and laying reinforced cement concrete M30 grade (Design Mix) using 20 & 10 mm metal (HBG) mechanically mixed in Sub-structure as per drawing and technical specifications 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 charges and cost of steel etc., complete up to 5.00 mt height. |
| 8 | Providing and laying reinforced cement concrete M30 grade (Design Mix) using 20 & 10 mm metal (HBG) mechanically mixed in Super-structure 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 above 5m height. - For Super Structure (Deck slab)- 5 to 10.0 mt ht. |
| 9 | P.C.C. M 15 ordinary grade (1:2.5:5) using 40, 20 & 10mm metal (HBG) mechanically mixed leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD & 2700 MORTH ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete for leveling Course. |
| 10 | Reinforced Cement Concrete M 30 grade (design mix) approach slab using 20 & 10 mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800, 1205.4and 1205.5 MORD / 1500, 1600 & 1700 MORTH, including contractors profit & Over head charges, but excluding GST and Seigniorage and steel etc., complete. |
| 11 | Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10 mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete |
| 12 | Providing drainage spouts made of 0.15 sqm of 6 mm thick MS plate 210 x 210 mm water spout at top with 100 mm dia GI drain spout and 5 Nos MS plate 12 mm x 40 mm x 210 mm long as per MORD specification 1404.5,1209 & 2705 MORTH including cost of all materials and labour charges, over heads & contractors profit and but excluding GST etc., complete. |
| 13 | Supplying, fitting and placing HYSD bar reinforcement(Fe 500) 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. |
| 14 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010& 1202 MORD / Sections 1600 & 2200 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 Sub Structures. |
| 15 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 & 1202 MORD / 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 Super Structures. |
| 16 | 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 contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete. |
| 17 | Backfilling behind abutment, wing wall and return wall complete with granular material 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. |
| 18 | Providing and laying filter media with granular crushed aggregates as per specificationbelowrevetmentcompacted to firm condition complete as per drawing and technical specification Clause1302 MORD / 2504 MORTH, including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete. |
| 19 | 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, but excluding GST and Seigniorage etc., complete - Using Rough Stone-Granite 300 mm thick. |
| 20 | Providing and laying 450 mm thick floor apron (300 mm thick Stonelaid over cement concrete M15 beddingof 150 mm thick for bed protection) with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 / 40 kg laid dry with Cement Mortor (1:3) complete as per drawing and technical specifications Clause 2505 MORTH including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete - For Protection Work. |
| 21 | Construction of flexible aproncomprising of loose stone boulders weighing not less then 25 kg / 40 Kg as per requirement beyond curtain wallas per drawing and Tech Specification in Section 1300 MORD / 2507 MORTH including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete - For Protection Work. |
| 22 | Plain cement concrete M 20 grade (Design mix) 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, but excluding GST and Seigniorage etc., complete for curtain walls. |
| 23 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified 809 MORTH including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete. |
| 24 | 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 1701 MORD. including contractors profit & Over head charges, but excluding GST etc., complete for Crash Barier. |
| 25 | 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, but excluding GST and Seigniorage etc., complete. |
| 26 | APPROACH ROAD |
| 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 not exceeding 150 mm in thickness as per Technical Specification Clause 201 MORD . including contractors profit & Over head charges, but excluding 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, but excluding GST and Seigniorage etc., complete. |
| 29 | 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 Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete. |
| 30 | Construction of improved subgrade 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 as per Technical Specification Clause 303 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete. |
| 31 | 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. |
| 32 | 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 |
| 33 | Providing and applying prime coat with bitumen emulsion (CSS-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. |
| 34 | 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. |
| 35 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (Table 500.9) either using viscous grade bitumen VG30 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 including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete. |
| 36 | Providing and laying bituminous premixed Seal coat (Type B) comprising of a thin application of fine aggregate premixed with bituminous binder; Crushed sand defined as passing through 2.36 mm sieve and retained on 180 micron seive applied @ 0.06 cum per 10 sqm.to be laid simultaneously along with the bitumunous course using 6.80 kgs of bitumen VG30 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 rquired level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge forpremeasurements, seigniorage, 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 Using Hot mix plant including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete. (Bitumen VG 30 by Mechanical means). |
| 37 | 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 as per Technical Specification Clause 303& 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and Seigniorage etc., complete. |
| 38 | Road Furniture |
| 39 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing Consisting ofThree boards made of encapsulated lens type Retro reflective sheetingas per IRC 67fixed over Alluminium Composite Material of 4mm thickness fixed on a frame of 25x25x5mmMS angle alround edges and MS flats 25x5mm in the middle duly welding he lower plate andmiddle plateto 2 nos of verticle posts 75x75 x6mmMS square hallow section of 2.80m length welded with 200x200x5mm thick MS base plate at bottom duly embedded in CC M20 grade blocks of 450x450x600mm, 600mm below ground level and the top most diamond plate welded to middle plate by 47x47 X6mmsMS squarehallow section tube duly supported by47x47x6mm MS square tube in betweentwo vertical posts includinglettering, colour,band, diagrams, specifications etc., complete as per MORD specifications and paining toall sections of framed posts,tubes and sheetwith primer and two coats of epoxy paintin required shade andcolour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges, Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete for finished item of work. |
| 40 | Providing and fixing of Maintenance information boardas per MoRD specifications and drawings made ofencapsulated lens type Retro reflective sheeting as per IRC:67 fixed over Alluminium Composite Material of 4mm thicknessand size of 900 x 1500 mm fixed on a frameof 25X25X6mm thick MS angles alround edges and MS flats 25x5mm in the middleand welded to 75 x 5 mm sizeMS flatplates on back and welded to 75x 75 x6mm MS Square hollow section of height 3.00m lengthwelded with base MSplate of 300x300x5mm thick base MSplate at bottomdulyembedded in to cement concrete M20 grade of size 600 x 600 x 750 mm, 750 mm below ground level includinglettering, colour,band, diagrams, specifications etc., complete as per MORD specifications and paining toall sections of framed posts,tubes and sheet with primer and two coats of epoxy paintin required shade andcolour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges, Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete for finished item of work. |
| 41 | Providing and fixing of Citizen informationboard as per MoRD specifications and drawings consists oftwo boards made ofencapsulated lens typeRetro reflective sheetingas per IRC 67fixed over Alluminium Composite Material of 4mm thickness and 900/750mm size fixed ona frame of25x25x5mm thick MS angle alround edgesand25x5mm thick MS flats in the middlewelded to75 x 5 mm size MS Flatplates on back and welded to 75x75x6mm MS square hallowsections of length3.05m welded with 300x300x5mm MS Base plateat bottomduly embedded in cement concrete M20 grade of size 600x600x750 mm, 750mm below ground level includinglettering, colour,band, diagrams, specifications etc., complete as per MORD specifications and paining toall sections of framed posts,tubes and sheet with primer and two coats of epoxy paintin required shade andcolour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges, Overhead charges & Contractor\"s profit but excluding GST and Seigniorage charges, etc., complete for finished item of work. |
| 42 | Providing and fixing of retro-reflectorised cautionary,mandatory and informatory signboards as per MoRD specifications and drawings made of encapsulated lens type reflective sheetingas per IRC:67fixed over aluminium sheeting 4 mm thickfixed on 25x25x5mm size MS angles alround and25mm x5mm size MS flats inmiddlesupported on75x75 x6mm MS anglesection post welded with 50x50x5 mm MS angle hold fastat bottomfirmly fixed in the ground by means of properly designed foundation with M 20 cement concrete 450 x450x600 mm,600 mm below ground levelincludinglettering, colour,band, diagrams, specifications etc., complete as per MORD specifications and paining toall sections of framed posts,tubes and sheet with primer and two coats of epoxy paintin required shade andcolour as per drawing clause 1701 and annexure 1700.1 of MORD including cost and conveyance and other incidental charges, Overhead charges & Contractor\"s 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). |
