Panchayat Raj Department has published Tender For Construction Of Road -Package No.Ap04piiipdt01-T03-Kalluru To Chennam Rajupalli Via Nanganurpalli, Meenapuram, Kothapalli, Kanapalli In Prodduturu Mandal Of Ysr Kadapa District (1St Call). Submission Date for this Tender is 26-12-2023. Road Work Tenders in proddatur Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 20-Dec-2023 | Corrigendum No.1 | Fee | 26-12-2023 |
| 2 | 22-Dec-2023 | Corrigendum No.2 | Date | 26-12-2023 |
| Sl. No. | Item Description |
| 1 | Kalluru to Chennam Rajupalli via Nanganurpalli, Meenapuram, Kothapalli, Kanapalli in Prodduturu (M) of YSR Kadapa District |
| 2 | Road Portion |
| 3 | 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. |
| 4 | 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. |
| 5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with all lifts and lead upto 1000 m as per Technical Specification Clause 305.4.3 MORTH including contractors profit & Over head charges, but excluding GST etc., complete. |
| 6 | 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. |
| 7 | Construction of embankment with approved materials deposited at site from roadway cutting and excaGSTion 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. |
| 8 | 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 rotaGSTorat 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 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. |
| 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 (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 |
| 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 and laying bituminous macadam with 40-60 TPH hot mix plant using crushed aggregates ofgrading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieved the desired compaction as per Technical Specification Clause 504 MORD (using vibratory Roller 80-100 KN for intermediate rolling and 3 wheel roller 80-100 KN for initial and final rolling)including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete |
| 14 | Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Tech. specification No 503 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., completeover Bituminous Surface |
| 15 | 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 with 8% waste plastic by Dry process (Shredded waste plastic) 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 |
| 16 | Providing and laying bituminous premixed Seal coat (Type C) comprising of a thin application of fine aggregate premixed with bituminous binder; 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 to be laid simultaneously along with the of bitumen VG30 grade with 8% waste plastic by Dry process (Shredded waste plastic) at the rate of 6.50 kgsfor 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. (by Mechanical means) |
| 17 | Construction ofun-reinforced, panneled 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 size of coarse aggregate not exceeding 25 mm, as per design, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,laid in approved fixed side formwork (steel channel, wedges, steel plates including levelling the formwork etc complete as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation, admixtures as approved, curing of concrete slab for 14-days, using curing compound (where specified) and water and contraction sawn joint groove (using daimond studded nblades)3 to 5 mm wide and1/3rdto 1/4th depth of the slab + or - 5mm or .Thecontraction joint shall be cut as soon as the concrete as under goneinitial hardening and as hard enogh to take up the load of joint swaing machine with out causing damage to the slab. The joint ceilling compound shall not be poured bitumen type having flexibility, resistaance to age hardening and durability of the sealant shall be in accordance with BS 5212 (part-2) with all leads and lifts and coat and conveyance of all materials for 125 thickness for forming the panels of 0.75 X 0.75 mts size as per drawingand Technical Specification Clause 1501including contractors profit & Over head charges,but excluding Seig Charges, Labour Cess & GST etc,. Complete. |
| 18 | Const. of 1V-600mm dia pipe culverts |
| 19 | 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 excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations |
| 20 | Fillingin 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. |
| 21 | 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, but excluding GST and Seigniorage etc., complete For levelling course |
| 22 | 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, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts |
| 23 | 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 - 600mm dia RCC NP3 Pipes - For Pipe Culverts |
| 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 1701MORD. including contractors profit & Over head charges, but excluding GST etc., complete |
| 25 | Const. of 1V-1000mm dia pipe culverts |
| 26 | 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 excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations |
| 27 | Fillingin 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. |
| 28 | 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, but excluding GST and Seigniorage etc., complete For levelling course |
| 29 | 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, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts |
| 30 | 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 - 1000mm dia RCC NP3 Pipes - For Pipe Culverts |
| 31 | 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 |
| 32 | Construction of 1V-2.00mts Span Slab culvert |
| 33 | 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 excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Foundations |
| 34 | 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, GST and Seigneorage etc., complete For levelling course |
| 35 | 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, GST and Seigneorage etc., complete- For Footings |
| 36 | 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, GST and Seigneorage etc., complete- for Abutments |
| 37 | 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, GST and Seigneorage etc., complete (upto 5m height) for Bed Blocks. |
| 38 | Providing and laying reinforced cement concrete M25 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, GST and Seigneorage etc., complete upto 5m height. - For Super Structure (Deck slab) |
| 39 | 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, GST and Seigneorage etc., complete |
| 40 | 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, but excluding GST etc., complete |
| 41 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) 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, GST etc., complete- For Sub Structures |
| 42 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 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, GST etc., complete - For Super Structures |
| 43 | 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 |
| 44 | Construction of 1V-3.00mts Span Slab culvert |
| 45 | 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 excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Foundations |
| 46 | 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. |
| 47 | 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, GST and Seigneorage etc., complete For levelling course |
| 48 | 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, GST and Seigneorage etc., complete- For Footings |
| 49 | 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, GST and Seigneorage etc., complete- for Abutments |
| 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, GST and Seigneorage etc., complete (upto 5m height) for Bed Blocks. |
| 51 | Providing and laying reinforced cement concrete M25 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, GST and Seigneorage etc., complete upto 5m height. - For Super Structure (Deck slab) |
| 52 | 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, GST and Seigneorage etc., complete |
| 53 | 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, but excluding GST etc., complete |
| 54 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) 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, GST etc., complete- For Sub Structures |
| 55 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 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, GST etc., complete - For Super Structures |
| 56 | 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 |
| 57 | Construction of 1V-6.00mts Span Slab culvert |
| 58 | 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 excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Foundations |
| 59 | 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. |
| 60 | 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, GST and Seigneorage etc., complete For levelling course |
| 61 | 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, GST and Seigneorage etc., complete- For Footings |
| 62 | 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, GST and Seigneorage etc., complete- for Abutments |
| 63 | 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, GST and Seigneorage etc., complete (upto 5m height) for Bed Blocks. |
| 64 | Providing and laying reinforced cement concrete M25 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, GST and Seigneorage etc., complete upto 5m height. - For Super Structure (Deck slab) |
| 65 | Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- |
| 66 | 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, GST and Seigneorage etc., complete |
| 67 | 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, but excluding GST etc., complete |
| 68 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) 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, GST etc., complete- For Sub Structures |
| 69 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 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, GST etc., complete - For Super Structures |
| 70 | Construction of Protectionwall |
| 71 | 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 excaGSTed suitable material as per Technical Specification 305 MORD / 304 MORTH ,including contractors profit & Over head charges, GST and Seigneorage etc., complete- For Foundations |
| 72 | 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. |
| 73 | 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, GST and Seigneorage etc., complete For levelling course |
| 74 | 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, GST and Seigneorage etc., complete- For Footings |
| 75 | 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, GST and Seigneorage etc., complete |
| 76 | Road Furniture |
| 77 | 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) |
| 78 | 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 |
| 79 | 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 |
| 80 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing and as per IRC:67 made oftype Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTHfixed over Alluminium Composite Material of 4mm thickness as per Drawings, top and middle plate duly welded with MS flat iron 25mmx5mm size on black. Three boards are welded with 25mmx25mmx5mm MS angleallround the edges.The lower plateframeandiron frame of middle plate will be welded to 2 nos 75mmx75mm x 6mm mm MShallow squaretubes 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 49.5mm x 49.50mm x 4.50mm of MS hallow square tube. The 75mm x75mmx6mm hallow sqareMS tubes welded with 50 x 50x 5 mm angle iron hold fasts of 300 mm long at bottom ( 2no for each leg) .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 |
| 81 | 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 thicknessof size of 900 x 1500 mmon a frame made up of 25X25X6mm thick MS anglesand welded toMS flat Iron plates 75 x 5 mm size on back and welded to 75 mm x 75mm x 6mm 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 x75mmx6mmMS hallow square tubes welded with 50 x 50x 5 mm angle iron hold fasts of 300 mm long at bottom ( 2no for each leg)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. |
| 82 | Providing and fixing of Citizen informationboard as per MoRD specifications and drawings. as per IRC:67 made oftype Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTHfixed over Alluminium Composite Material of 4 mm thickness consisting of 2 boardsof size750 x 900 mmon a frames made up of 25X25X5mm thick MS angles and welded toMS flat Iron plates 75 x 5 mm size on back and welded to 75 mm x 75mm x6mm MS hallow square tube frame of height 3.05m 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 x75mmx6mm hallow sqareMS tubes welded with 50 x 50x 5 mm angle iron hold fasts of 300 mm long at bottom ( 2no for each leg)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. |
| 83 | Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawingas per IRC:67 made oftype Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTHfixed over Alluminium Composite Material of 4 mm thicknesstop and Bottom plate duly Revited with MS flat iron 25mmx5mm size on black on edges.The lower platewith MS angle iron frameand top plate will be welded to 1 nos 75mmx75mm x6mm MS hallow Square tubes posts with 50x50x5mm MS anglehold fastat bottom (2 nos) each leg. 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 |
| 84 | 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) |
| 85 | 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. Circular sign Boards 600mm dia |
| 86 | 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 with 2Nos of 50mmx50x5mm MS L angle as holdfastsat bottom,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. |
| 87 | 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. |
| 88 | 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. |
| 89 | 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, |
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