Laying of BT Road from Maharajpet via Pilligundla, Mokila, Bulkapur to Shankarpally in Chevella Constituency

Excavation for roadwork and culvert in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing BT Road & Kutcha Road

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading , transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge RBR-EECD-8,C,iii. For Widening & Strengthening of Existing BT Road & Kutcha Road

Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH , by Machanical means , Thrust Blocks and Man Holes etc,.including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing BT Road & Kutcha Road

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD / 305 MORTH, including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing BT Road & Kutcha Road

Construction of granular sub-base by providing grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing BT Road & Kutcha Road

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 withVibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.13 and Technical Specification Clause 406 MORD / MORTH. including Contractors profit and overhead charges but excluding Seigniorage Charges complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing BT Road & Kutcha Road

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work as per morth 5th revision & as directed by Engineer-In-Charge. For Widening & Strengthening of Existing BT Road & Kutcha Road

Providing and applying Primer coat with bitumen emulsion(Bulk-Slow Setting-1) over the prepared surface of granular base as Wet Mix Macadam surface at the rate of 6kg /10sqm including cleaning the road surface with mechanical broom and air compressor and spraying uniformly with the aid of bitumen pressure sprayer including cost and conveyance of bitumen emulsion and water,labour charges,cleaning,including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. as per MORT&H(5th Revision) specification 502. For Widening & Strengthening of Existing BT Road & Kutcha Road

Providing and applying Tack coat with Bitumen Emulsion rapid setting-1 over the prepared surface before laying DBM @2.5kg/10Sqm including cleaning the road surface with mechanical broom and air compressor and applying uniformity with the aid of emulsion pressure sprayer including cost and conveyance of bitumen emulsion, labour charges, cleaning, including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing BT Road & Kutcha Road

Providing and laying dense graded bituminous macadam of 50mm thick with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grade-II, premixed with bituminous binder VG-30 @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing BT Road & Kutcha Road

Providing and laying bituminous concrete of 30mm thick with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grade-II, premixed with bituminous binder VG-30 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 cincluding Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing BT Road & Kutcha Road

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading , transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge RBR-EECD-8,C,iii For Widening & Strengthening of Existing BT Road & Kutcha Road

Providing P.C.C grade M 10 concrete for plain/reinforced concrete in open foundations using 40 mm nominal 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 and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing BT Road & Kutcha Road

R.C.C grade M 20 (Nominal Mix) (MORD) in Sub Structure Concrete using 20mm and 10mm size crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, (excluding seigniorage) and conveyance of all materials to site and all labour charges for machine mixing, laying in position, Compacting , Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete as per MoRT&H Specification 1500,1700, 2100 ,2700 (5th Revision) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing BT Road & Kutcha Road

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.reinforcement in sub-structure complete as per drawing and Technical Specifications reinforcement in sub-structure complete as per drawing and Technical Specifications including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing BT Road & Kutcha Road

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including initial lead including all incidental, labour charges, overheads and contractors profit and also loading& unloding and conveyance etc. Complete for finished item of work and as directed by Engineer in charge. For Widening & Strengthening of Existing BT Road & Kutcha Road

Excavation for roadwork and culvert in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing CC Road

Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading , transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including Contarctor's profit and overhead charges excluding seignorage charges, complete for finished item of work and as directed by the Engineer-in-charge RBR-EECD-8,C,iii For Widening & Strengthening of Existing CC Road

Excavation in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with initial lift of 3 mts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH , by Machanical means , Thrust Blocks and Man Holes etc,.including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing CC Road

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD / 305 MORTH, including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing CC Road

Construction of granular sub-base by providing grading VI material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. Mix in Place Method RBR- SBBS-1 A including Contractors profit and Overhead charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing CC Road

Cutting open Cutting C.C.Road Surface (as well as asphalt concrete upto 75 mm thick ) including water bound macadam and stacking of excavated materials for pipe line trench work. as directed by the departmental officers. disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. as per Technical Specification MORTH 5th Revision etcincluding Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing CC Road

Providing P.C.C grade M 10 concrete for plain/reinforced concrete in open foundations using 40 mm nominal 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 and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing CC Road

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and Technical Specification 602 MORTH. M30 grade including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. e. For Widening & Strengthening of Existing CC Road

Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.70-0.80 atmospheres as per the standard procedure floting with powerfloater, mechanical trawelling, finishing with sound edges and camers including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing CC Road

Saw Cut Groove cutting in set concrete upto a depth of 50.0mm complete including all miscellaneous charges.including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Widening & Strengthening of Existing CC Road

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per Technical Specification MORTH 5th Revision etc complete and as per the directions of Engineer-In-Charge.Cement Concrete M15 & M20 (Manual means) For Construction of Box Culverts 2V 3.0X2.5 m

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works RCC Pipes above 900mm dia including initial lead including all incidental, labour charges, overheads and including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Box Culverts 2V 3.0X2.5 m

Dewatering by mechanical means including hire charges of machinery,fuel and crew charges etc., (statement of hire charges of machinery for the year. with all lead and lift, loading and unloading as per the directions of engineer in charge of work.10 HP Diesel pump including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Box Culverts 2V 3.0X2.5 m

Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with all lifts and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6 MORD / 301 MORTH - RBR-EECD-6 - 3.6 including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Box Culverts 2V 3.0X2.5 m

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 in Ordinary soils by Mechanical Means including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge For Construction of Box Culverts 2V 3.0X2.5 m

Providing P.C.C grade M 15 (Design Mix) MORTH 12.8 A concrete in open foundations using 60% of 40 mm,30% of 20mm 10% of 10mm nominal 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 and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Box Culverts 2V 3.0X2.5 m

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 using concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc., including pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc for finished item of work (APSS No. 402) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Foundation. For Construction of Box Culverts 2V 3.0X2.5 m

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc., including pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc for finished item of work (APSS No. 402) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Substructure. For Construction of Box Culverts 2V 3.0X2.5 m

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc., including pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc for finished item of work (APSS No. 402) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Super structure. For Construction of Box Culverts 2V 3.0X2.5 m

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge for Foundation. For Construction of Box Culverts 2V 3.0X2.5 m

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 and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge for Substructure. For Construction of Box Culverts 2V 3.0X2.5 m

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 and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge for Super structure. For Construction of Box Culverts 2V 3.0X2.5 m

Providing P.C.C grade M 20 (Design Mix) MORTH 12.8 A concrete in open foundations using 60% of 40 mm,30% of 20mm 10% of 10mm nominal 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 and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Box Culverts 2V 3.0X2.5 m

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. as per Technical Specification MORTH 5th Revision etc including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Box Culverts 2V 3.0X2.5 m

Reffling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering consolidting each layer by watering and ramming including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P .,(APSS No.309&310) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Box Culverts 2V 3.0X2.5 m

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including initial lead including all incidental, labour charges and also loading& unloding and conveyance etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Box Culverts 2V 3.0X2.5 m

Dewatering by mechanical means including hire charges of machinery,fuel and crew charges etc., complete as per the direction of the Engineer- in charge (statement of hire charges of machinery for the year. with all lead and lift, loading and unloading including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.10 HP Diesel pump For Construction of Box Culverts 1V 3.0X2.5 m

Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with all lifts and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6 MORD / 301 MORTH - RBR-EECD-6 - 3.6 including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge For Construction of Box Culverts 1V 3.0X2.5 m

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 in Ordinary soils by Mechanical Means including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Box Culverts 1V 3.0X2.5 m

Providing P.C.C grade M 15 (Design Mix) MORTH 12.8 A concrete in open foundations using 60% of 40 mm,30% of 20mm 10% of 10mm nominal 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 and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Box Culverts 1V 3.0X2.5 m

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 using concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc., including pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc for finished item of work (APSS No. 402) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Foundation For Construction of Box Culverts 1V 3.0X2.5 m

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc., including pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc for finished item of work (APSS No. 402) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Substructure For Construction of Box Culverts 1V 3.0X2.5 m

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc., including pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc for finished item of work (APSS No. 402) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Super structure For Construction of Box Culverts 1V 3.0X2.5 m

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Foundation. For Construction of Box Culverts 1V 3.0X2.5 m

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 and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Substructure. For Construction of Box Culverts 1V 3.0X2.5 m

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 and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Super structure. For Construction of Box Culverts 1V 3.0X2.5 m

Providing P.C.C grade M 20 (Design Mix) MORTH 12.8 A concrete in open foundations using 60% of 40 mm,30% of 20mm 10% of 10mm nominal 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 and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Box Culverts 1V 3.0X2.5 m

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. as per Technical Specification MORTH 5th Revision etc including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Box Culverts 1V 3.0X2.5 m

Reffling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering consolidting each layer by watering and ramming including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P .,including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.309&310) For Construction of Box Culverts 1V 3.0X2.5 m

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including initial lead including all incidental, labour charges, and also loading& unloding and conveyance etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Box Culverts 1V 3.0X2.5 m

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per Technical Specification MORTH 5th Revision etc complete and as per the directions of Engineer-In-Charge.Cement Concrete M15 & M20 (Manual means)For Construction of Pipe Culvert Works

Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works RCC Pipes above 900mm dia including initial lead including all incidental, labour charges, and also loading& unloding and conveyance etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Pipe Culvert Works

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 in Ordinary soils by Mechanical Means including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Pipe Culvert Works

Providing P.C.C grade M 15 (Design Mix) MORTH 12.8 A concrete in open foundations using 60% of 40 mm,30% of 20mm 10% of 10mm nominal 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 and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Pipe Culvert Works

Supply and placing of the RCC M25 Design Mix Concrete corresponding to IS 456 using concrete mixer with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry and with minimum quantity of cement of 380 kg/cum as per IS code from standard suppliers approved by the departement, including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges, such as weigh batching, machine mixing, laying concrete, curing, contractor profit and overhead charges etc., including pumping, lead and lift charges, centering, shuttering, laying concrete, vibrating, curing etc for finished item of work (APSS No. 402) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Foundation. For Construction of Pipe Culvert Works

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded.including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Foundation. For Construction of Pipe Culvert Works

Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including lconveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge. For 1200 dia. For Construction of Pipe Culvert Works

Reffling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering consolidting each layer by watering and ramming including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P .,(APSS No.309&310) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Pipe Culvert Works

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including initial lead including all incidental, labour charges, overheads and also loading& unloding and conveyance etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Construction of Pipe Culvert Works

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Thermoplastic Paint (BERGER (Sigmark)/ Asian Paint (Apcomark) or equivalent brand - For Lane & Edge marking - 2.5mm thick in 1 layer including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurtenances

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Thermoplastic Paint (BERGER (Sigmark)/ Asian Paint (Apcomark) or equivalent brand - For Rumble strips - 7.5mm thick (in 3 layers each of 2.5mm thick) including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurtenances

Supplying & Fixing of Molded Shanks Raised Pavement Markers made of plastic body moulded from HIPS(Hi-impact Polystyrene) 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 13635 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 and width shall not exceed 20 mm and 130 mm 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 Kgs. 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 including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurtenances

Providing and fixing of Hazard marker (300mm X 900mm) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge For Providing Traffic sign, Marking & Other Appurtenances

Providing and fixing of Obj ect marker(3O0mm equi. Triangle) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurtenances

Providing and fixing of Cautionary sign/Warning sign (600mm equi. Triangle) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. For Providing Traffic sign, Marking & Other Appurtenances

Providing and fixing of Cautionary sign (90Ornrn equi. Triangle) as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurtenances

Providing and fixing of Mandatory sign (600mm dia. Circular) as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurtenances

Providing and fixing of Mandatory sign (900mm dia. Circular) as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurtenances

Providing and fixing of Facility Informatory sign(60OmmX80Omm) as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurtenances

Providing and fixing of Junction board (1050 x1500mm) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurtenances

Providing and fixing of Junction board (1500 x1200mm) sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurtenances

Providing fixing Median Marker Double Side (Type-XI) Conforming to IRC 67 & 79, Including cost of all materials, epoxy, Machinery, labour, fixing at site for finished item of work. Median Marker made of polycarbonate/ABS for impact resistance and good weatherability. Polycarbonate/ABS used for molding the Median Marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the polycarbonate/ABS should not decrease to less than 70 % of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal / Circular structure of length 15 cm, height and width of 10x10 cm. The Median Marker shall have fluorescent yellow retro-reflective sheeting conforming to type XI specifications as per ASTM D4956 & IRC 67-2012. Area of reflective sheeting should not be less than 70 cm2. Edge of retro-reflective sheeting shall be concealed using a grill/ mesh/ similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and printed in contrasting color on both sides of median marker for distinct identification (even from moving vehicles) including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurtenances

Rigid Delineator single side (Type-XI): Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurtenances

Rigid Delineator double side (Type-XI): Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings including charges but excluding Seignorage charges. Complete for finished item of work and as directed by the Engineer-in-charge. For Providing Traffic sign, Marking & Other Appurtenances

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work excluding dewatering charges etc as per SS - 20 B (APSS 308). Ordinary soils-Mechcanical Means-Upto 3 m depth. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of UGD

Supplying and filling robo sand in trenches, sides of the foundations and basement with initial lead in layers not exceeding 15 cm thick consolidatiing each depposited layer by watering and rampping including cost and conveyance of water to work site and all operational incidental, labour charges hire charges and T & O APSS 309 &310) including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of UGD

Supply of SWG SP-1 pipe conforming to ISI 651 - 12" dia (300 mm) TBSP-A.II-05. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of UGD

Labour charges only for laying, jointing and testing SWG pipes of any dia with airtight cement joints including excavation of trenches and socket pits in any soil up to 1524 mm (5'-0") depth (except rock requiring blasting) and refilling with watering and tamping. TBSP-A.III-02.including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of UGD

Manufacture, Supply and Delivery of various internal dia R.C.C. NP 3 Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes with M35 grade concrete conforming to B.I.S. 458/2003 at exfactory (rate per meter of effective length) in standard lengths using Sulphate Resistant Cement confirming to IS 12330/1998 including lconveyance to site inclding cost of all materials unloading, hoisting, laying true to aligmnet and gradient by using cranes jointing with rubber rings all other incidental and operational charges and testing,contractor's profit and overhead charges but excluding Seignorage Chrages etc., complete for finished item of work and as directed by the Engineer-in-charge. For 450 dia. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of UGD

Reffling with usefull available excavated earth / soils in trenches ,sides of foundations & basement and the pipeline trenches after laid, jointed, executed, tested with intial lead in layors not exceeding 15 cm thick , consolidating each deposited layer by watering consolidting each layer by watering and ramming including cost and conveyonce of water to work site and all operational ,incidental,labour charges,hire charges of T&P .,including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge.(APSS No.309&310) For Laying of UGD

Constructon of 0.90 M Circular Sewer Man hole of 0.90 mts x 0.55 m of 1.0 M depths with Fly Ash bricks in cm 1:6 prop and corbelling too including cc bed ( 1: 4 : 8 ) prop using 40 mm gauge HG Metal 0.10 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of UGD

Constructon of 0.90 M Circular Sewer Man hole of 0.90 mts x 0.55 m of 1.0 M depths with Fly Ash bricks in cm 1:6 prop and corbelling too including cc bed ( 1: 4 : 8 ) prop using 40 mm gauge HG Metal 0.10 mt thick and CC (1:2:4) Prop benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of UGD

Additional manhole 0.10 M depth constructon of 0.90 circular sewer man hole of 0.90 mts depth with Fly Ash bricks in CM(1:6) Prop as per specification etc complete. benching / chanelling,internal plastreng with 20 mm thick cm 1:4 and External Plasterng with 12mm thick CM (1:4) with fine rendering including cost and fixing of CI steps and fixing FC/ CI cover and frame but excluding the cost of cover and frame, including the cost and conveyance of all materials at site complete and curing for 21 days including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of UGD

Carting away the surplus excavated earth/dismantled material/unwanted debris etc, from the work site with a lead of 5.0 km including initial lead including all incidental, labour charges, and also loading& unloding and conveyance etc. including Contractors profit and Overhead charges but excluding Seignorage charges. complete for finished item of work and as directed by the Engineer-in-charge. For Laying of UGD