Panchayat Raj Engineering Department has published Bridge Work Construction Of High Level Bridge Across Vynatheya River On The Road From 49 / 2 To T02 To Udumudilanka Of P.Gannavaram Mandal In East Godavari District.. Submission Date for this Tender is 19-09-2022. Bridge Work Tenders in lanka Andhra Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | ROAD PORTION |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 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, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness (in area of non thorny /light jungle) as per Technical Specification Clause 201 MORD including overhead and contractor profit but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/305 MORTHincluding overhead charges & Contractor profit, but excluding GSTand Seignorage charges etc., complete for finished item of work. |
| 4 | Construction of Improved subgrade by providing Selected earth having CBR value greater than or equal to 5%, MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratory roller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 5 | Construction of granular sub-base by providing well graded HBG material (Grading III material) (Table 400.1A), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller 80-100 kN / vibratory roller to achieve thedesired density, complete as per Technical Specification Clause 401 MORD including cost of all materials, labour, conveyance, hire charges of machinary, but excluding GST and Seignorage charges etc., complete for finished item of work. |
| 6 | Construction of un-reinforced, Plain Cement Concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick , including levelling the formwork as per drawing) spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction joints @3.00 m spacing , construction joints,primer, sealant,curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawingand including overhead charges & Contractor profit, but excluding GST and Seignorage Charges etc., complete for finished item of work. (3.00 mts joint spacing) |
| 7 | Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete. |
| 8 | Construction of Shoulders by providing Selected earth having MDD not less than 1.85g/cc with LL & PI not exceeding 40% and 20% respectively and and spreading in uniform layers with tractor grader on prepared surface and compacted to OMC with Vibratoryroller of 80 to 100kN capacity to achieve the desired density, complete as per IRC technical specification clause 303 MoRD 305, MoRT&H by using machinery including allover heads, and Contractors profit, but excluding GST and seigniorage charges etc, complete for finished item of work. |
| 9 | Providing Grouted Revetment withrough stone (HBG) of not less than 300 mm size grouted with 0.20 cum of CC (1:4:8) including cost,and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Chargeforquadrential revetment including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 10 | Pitchingwith SS revetment 300 mm size rough stone including cost, seigniorage charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-ChargeforPitching of slopes for Toe wall including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 11 | Construction of RCC Protection wall |
| 12 | Earthwork in excavation for structures in ordinary soils 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 up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 13 | Filling in foundation trenches with Filling 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 finished item of work. |
| 14 | Augoring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911 - 1980 as per approved designs including all operations, incidental, labourcharges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles of 300mm diameter, etc., including overhead charges & Contractors profit but excluding GST and Seignorage Charges. |
| 15 | Under-reaming for Bored cast-in-situ R.C.C. Piles for foundations in loamy, clayey soils like Black cotton soils and ordinary soils with Augoring and boring equipment in site as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles etc., including overhead charges & Contractors profit but excluding GST and Seignorage Charges for 300mm dia. |
| 16 | Supply and placing of the M 20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, pouring concrete by tremmy, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code from standard suppliers approved by the department including tremmy pumping, laying concrete, curing etc. complete but excluding cost of steel and its fabrication charges including overhead charges & Contractors profit but excluding GST & Seignorage Charges for 300mm dia Piles. |
| 17 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specifications in Section 1100, 1500 & 1700 MORTH including cost and conveyance of all materials and all labour charges including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work for Pile Cap |
| 18 | Cement Concrete for Reinforced Concrete in Raft slab complete as per Drawing and Technical Specifications in Section 1100, 1500 & 1700 MORTH including cost and conveyance of all materials and all labour charges including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work for Raft Slab |
| 19 | Cement Concrete for Reinforced Concrete in Retaining wall complete as per Drawing and Technical Specifications in Section 1100, 1500 & 1700 MORTH including cost and conveyance of all materials and all labour charges including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work for Retaining wall |
| 20 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in foundation complete as per drawings and technical specifications Clauses 1001,1002,1003,1004 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit, excluding GST etc., complete- For Foundation |
| 21 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in substructure complete as per drawings and technical specification Clauses 1001,1002,1003,1004 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit, VAT and seigniorage charges etc., complete- For Sub Structures |
| 22 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4 kg/cm2 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 cost, all labour charges for all operations excluding GST etc complete for finished item of work. |
| 23 | Construction of Minor Bridge |
| 24 | Earthwork in excavation for structures in ordinary soils 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 up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 25 | Filling in foundation trenches with Filling 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 finished item of work. |
| 26 | Providing concrete for plain concrete M15 ( Normal mix)in open foundations using 40, 20 & 10mm 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 overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations. |
| 27 | Providing plain concrete M 35 grade (Design Mix) in Foundation using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in substructure 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 overhead charges & Contractors profit but excluding GST and seigniorage charges and cost of Steel etc complete for finished item of work. |
| 28 | Providing plain concrete M 30 grade (Design Mix) in Foundation using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in substructure 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 overhead charges & Contractors profit but excluding GST and seigniorage charges and cost of Steel etc complete for finished item of work for Abutments and Piers. |
| 29 | Providing abd Laying Reinforced Cement concrete M30 grade (Design Mix) in Superstructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH, including overhead charges & Contractors profit but excluding GST and seigniorage charges and cost of Steel etc complete for finished item of work for solid slab superstructure. |
| 30 | Providing and laying cement concrete wearing course M 30 grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work of work. |
| 31 | Providing and fixing in position M 30 grade Kerb including reinforcement, form work etc. complete Using Batching plant, Transit mixer and concrete pump including cost,conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&Petc., complete for finished item of work as per Approved drawing but excludingcost of steeland its fabrication charges as per MoRT&H standard drawing and specifications sections1500, 1600, 1700 and clause 2703(5th Revision) including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Kerb. |
| 32 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications, in sections 1500, 1600, 1700 & 2703 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work. |
| 33 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) in foundations 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 cost, all labour charges for all operations excluding GST etc complete for finished item of work for Foundations |
| 34 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) in sub structure 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 cost, all labour charges for all operations excluding GST etc complete for finished item of work for Sub structure |
| 35 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) 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 cost, all labour charges for all operations excluding GST etc complete for finished item of work for Superstructure |
| 36 | Suplying, fitting and fixing in position true to line and level Elastomeric neoprene bearing confirming to IRC:83 (Part -II), and as per MoRTH Specifications complete including all accessories as per approved drawing and Technical Specifications and MORTH Spn.2000 & 2200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work. Bearing size 400 x 300 x 44 mm with 2 internal elastomer layers of 10mm each + 2 external layer of 6mm each + 3 intemediate steel plates of size 388 x 288 x 4mm. |
| 37 | Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH including cost of all materials, labour charges etc., complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 38 | Providing grouted rough stone revetment 1200 mm thick with 500mm sizegrouted with 0.20 cum of CC (1:4:8) including cost,and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Chargeforquadrential revetment including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 39 | Gravel backing for revetments as per APSS including cost and conveyance of all materials and all labour charges including overhead charges & Contractors profit but excluding GST and seigniorage chargesetc complete for finished item of work. |
| 40 | Construction of Box Culvert |
| 41 | Earthwork in excavation for structures in ordinary soils 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 up to a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH ,including all incidental charges i.e bailing outwater etc including overhead charges & Contractors profit but excluding GST and Seignorage Charges |
| 42 | Providing concrete for plain concrete M15 ( Normal mix)in open foundations using 40, 20 & 10mm 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 overhead charges & Contractors profit but excluding GST & Seignorage Charges for Foundations. |
| 43 | Providing plain concrete M 25 grade (Design Mix) in Foundation using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in substructure 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 overhead charges & Contractors profit but excluding GST and seigniorage charges and cost of Steel etc complete for finished item of work. |
| 44 | Providing plain concrete M 25 grade (Design Mix) in Substructure using 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in substructure 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 overhead charges & Contractors profit but excluding GST and seigniorage charges and cost of Steel etc complete for finished item of work. |
| 45 | Providing plain concrete M 25 grade (Design Mix) in Superstructureusing 20 & 10 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in substructure 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 overhead charges & Contractors profit but excluding GST and seigniorage charges and cost of Steel etc complete for finished item of work Forsolid slab superstructure |
| 46 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) 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 cost, all labour charges for all operations excluding GST etc complete for finished item of work for Superstructure |
| 47 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) 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 cost, all labour charges for all operations excluding GST etc complete for finished item of work for Superstructure |
| 48 | Supplying, fitting, and placing HYSD bar reinforcement (Fe 500) 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 cost, all labour charges for all operations excluding GST etc complete for finished item of work for Superstructure |
| 49 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 4 kg/cm2 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 cost, all labour charges for all operations excluding GST etc complete for finished item of work. |
| 50 | Construction of flexible apron 750 mm thick comprising of loose stone boulders weighing not less then 25 kg / 40 Kg as per requirement beyond curtain wall as per Tech Specification in Section 1300 MORD / 2507 MORTH. and as directed by the Engineer-in-Chargeincluding cost and conveyance of all materials and all labour charges etc complete including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 51 | CONSTRUCTION OF 8 VENTS OF 40 MTS SPAN BRIDGE |
| 52 | Providing and constructing temporary Island 16 m dia for construction of well foundation for 8 mts dia well including cost of materials, conveyance, labour, T&P etc including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work |
| 53 | Providing and constructing one span service road to reach island location from one pier location to another pier location width of service road 10 mts and depth of water 1 mts as per Tech. Specification 1203 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work from Ch 0.00 to 160 and From 290 to 320 with average width of service road for slope protection 11.5 mts and depth of water upto 1.5 mts. |
| 54 | Providing and constructing one span service road to reach island location from one pier location to another pier location width of service road 10 mts and depth of water 1 mts as per Tech. Specification 1203 MORTH including cost and conveyance of all materials, all labour charges, Overhead charges & Contractors Profit but excluding GST and Seigniorage charges etc., complete for finished item of work from Ch 160 to 290 with average width of service road for slope protection 19.4 mts and depth of water upto 5.0 mts. |
| 55 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specifications and as per MoRT&H Specification Nos.1200 & 1900. including cost of materials, conveyance, labour, T&P etc including overhead charges & Contractors profit, excluding GSTetc., complete as per the direction of Engineer-in-charge for finished item of work |
| 56 | Vibrated reinforced cement concrete M.35 grade using 20mm & 10mmHBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2)Using Batching plant, Transit mixer and concrete pump including cost,conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&Petc., complete for finished item of work as per Approved drawing but excludingcost of steeland its fabrication charges as per MoRT&H specification 1200, 1500 & 1700 (5th Revision) including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well Curb. |
| 57 | Vibrated reinforced cement concrete M.25 grade using 20mm & 10mmHBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2)Using Batching plant, Transit mixer and concrete pump including cost,conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&Petc., complete for finished item of work as per Approved drawing but excludingcost of steeland its fabrication charges as per MoRT&H specification 1200, 1500 & 1700 (5th Revision) including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well steining. |
| 58 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level below bed level upto 3.0 mts for Abutments and Piers |
| 59 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level 3.00 to 10.0 mts for Abutments and Piers |
| 60 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 11th meter for Abutments and Piers |
| 61 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 12th meter for Abutments and Piers |
| 62 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 13th meter for Abutments and Piers |
| 63 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 14th meter for Abutments and Piers |
| 64 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 15th meter for Abutments and Piers |
| 65 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 16th meter for Abutments and Piers |
| 66 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 17th meter for Abutments and Piers |
| 67 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 18th meter for Abutments and Piers |
| 68 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 19th meter for Abutments and Piers |
| 69 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 20th meter for Abutments and Piers |
| 70 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 21st meter for Abutments and Piers |
| 71 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 22nd meter for Abutments and Piers |
| 72 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 23rd meter for Abutments and Piers |
| 73 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 24th meter for Abutments and Piers |
| 74 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 29th meter for Abutments and Piers |
| 75 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 30th meter for Abutments and Piers |
| 76 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 31st meter for Abutments and Piers |
| 77 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 32nd meter for Abutments and Piers |
| 78 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 33rd meter for Abutments and Piers |
| 79 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 34th meter for Abutments and Piers |
| 80 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 35th meter for Abutments and Piers |
| 81 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 36th meter for Abutments and Piers |
| 82 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 37th meter for Abutments and Piers |
| 83 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 38th meter for Abutments and Piers |
| 84 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 39th meter for Abutments and Piers |
| 85 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 40th meter for Abutments and Piers |
| 86 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 41st meter for Abutments and Piers |
| 87 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 42nd meter for Abutments and Piers |
| 88 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 43rd meter for Abutments and Piers |
| 89 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Sandy Soils Depth below bed level for 44th meter for Abutments |
| 90 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level upto 3 meter for Abutments and Piers. |
| 91 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level 3.00 to 10.0 mts for Abutments and Piers |
| 92 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 11th meter for Abutments and Piers |
| 93 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 12th meter for Abutments and Piers |
| 94 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 13th meter for Abutments and Piers |
| 95 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 14th meter for Abutments and Piers |
| 96 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 15th meter for Abutments and Piers |
| 97 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 16th meter for Abutments and Piers |
| 98 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 17th meter for Abutments and Piers |
| 99 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 18th meter for Abutments and Piers |
| 100 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 19th meter for Abutments and Piers |
| 101 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 20th meter for Abutments and Piers |
| 102 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 21st meter for Abutments and Piers |
| 103 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 22nd meter for Abutments and Piers |
| 104 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 23rd meter for Abutments and Piers |
| 105 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 24th meter for Abutments and Piers |
| 106 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 25th meter for Abutments and Piers |
| 107 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 26th meter for Abutments and Piers |
| 108 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 27th meter for Abutments and Piers |
| 109 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 28th meter for Abutments and Piers |
| 110 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 29th meter for Abutments and Piers |
| 111 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 30th meter for Abutments and Piers |
| 112 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 31st meter for Abutments and Piers |
| 113 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 32nd meter for Abutments and Piers |
| 114 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 33rd meter for Abutments and Piers |
| 115 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 34th meter for Abutments and Piers |
| 116 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 35th meter for Abutments and Piers |
| 117 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 36th meter for Abutments and Piers |
| 118 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 37th meter for Abutments and Piers |
| 119 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 38th meter for Abutments and Piers |
| 120 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 39th meter for Abutments and Piers |
| 121 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 40th meter for Abutments and Piers |
| 122 | Sinking of 8.50 M external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level as per MoRT&H Spn. No.1200 including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Well sinking in Clayey Soils Depth below bed level for 41st meter for Abutments and Piers |
| 123 | Vibrated reinforced cement concrete M.25 grade using 20mm & 10mmHBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2)Using Batching plant, Transit mixer and concrete pump including cost,conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&Petc., complete for finished item of work as per Approved drawing but excludingcost of steeland its fabrication charges as per MoRT&H specification 1200, 1500 & 1700 (5th Revision) including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Bottom plug |
| 124 | Sand filling in wells complete as per drawing and technical specification 1207 of MORTH, including cost and conveyance of all materials and all labour charges etc complete including overhead charges & Contractors profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 125 | Vibrated reinforced cement concrete M.15 grade using 40mm, 20mm & 10mmHBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2)Using Batching plant, Transit mixer and concrete pump including cost,conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&Petc., complete for finished item of work as per Approved drawing but excludingcost of steeland its fabrication charges as per MoRT&H specification 1500,1700, 2200(5th Revision) including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Top plug |
| 126 | Vibrated reinforced cement concrete M.35 grade using 20mm & 10mmHBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2)Using Batching plant, Transit mixer and concrete pump including cost,conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&Petc., complete for finished item of work as per Approved drawing but excludingcost of steeland its fabrication charges as per MoRT&H specification 1200, 1500 & 1700 (5th Revision) including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of workfor Well Cap. |
| 127 | Vibrated reinforced cement concrete M.35 grade using 20mm & 10mmHBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2)Using Batching plant, Transit mixer and concrete pump including cost,conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&Petc., complete for finished item of work as per Approved drawing but excludingcost of steeland its fabrication charges as per MoRT&H specification 1200, 1500 & 1700 (5th Revision) including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for sub structure 0 to 5.00 mts height |
| 128 | Vibrated reinforced cement concrete M.35 grade using 20mm & 10mmHBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2)Using Batching plant, Transit mixer and concrete pump including cost,conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&Petc., complete for finished item of work as per Approved drawing but excludingcost of steeland its fabrication charges as per MoRT&H specification 1200, 1500 & 1700 (5th Revision) including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for sub structure 5.00 to 10.00 mts height |
| 129 | Providing, precasting, transporting and placing in position usingPSC Grade M 40 grade concrete precast-pretensioned concrere girders including launching of precast girders by launching truss upto 40m span as per drawing and technical specification as per MORT&H spe. Cl no. 1800&2300, using Batchmix plant @ 20 cum/ hour, Generator 100 KVA, Loader 1 cum capacity,, Transit mixer 4 cum and concrete pump including overhead charges & Contractors profit, excluding Cost of steel and its fabrication charges, GST and seignorage charges etc., complete as per the direction of Engineer-in-charge. |
| 130 | Providing and fixing in position M40 grade Kerb including reinforcement, form work etc. complete Using Batching plant, Transit mixer and concrete pump including cost,conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&Petc., complete for finished item of work as per Approved drawing but excludingcost of steeland its fabrication charges as per MoRT&H standard drawing and specifications sections1500, 1600, 1700 and clause 2703(5th Revision) including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Kerb. |
| 131 | Construction of precast RCC Hand railing of M30 grade , aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to center spacing between vertical post not to exceed 2000 mm , leaving adequate space between vertiacal post for expansion, complete as per approved drawings and Technical Specifications as per MoRTH spn nos.2703,1500,1600,&1700 usingBatching plant, Transit mixer and concrete pump excluding cost of steel and its fabrication charges including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for Hand railing. |
| 132 | Providing and laying of a Strip sealexpansion Joint catering to maximum horizontal movement upto 70 mm,complete as per MOST drawing No.BD/1-69A and MORTH standard specification No.2607and to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturers instructions for installation.including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work. |
| 133 | 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 1206.3 MORD and 2702 MORTHusing Batching plant, Transit mixer and concrete pumpincluding overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for wearing course. |
| 134 | Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH including cost,and conveyance of materials to site and including labour charges etc., completeincluding overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 135 | Vibratedcement concrete M 15 Grade Concrete using 40mm , 20mm and 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost,and conveyance of allmaterials 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 (5th Revision)including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for levelling course below approach slab. |
| 136 | Vibrated reinforced cement concrete M.30 gradeusing20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost,conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including all other incidental and operational charges of all T&Petc., complete for finished item of work as per Approved drawing,excluding cost of steeland its fabrication charges as per MoRT&H specification 1500, 1600,1700,& 2704(5th Revision)using Batching plant, Transit mixer and concrete pump including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work for approach slab. |
| 137 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in foundation complete as per drawings and technical specification Clauses 1001, 1002, 1003, 1004 MORD for bars below 36 mm dia including overlaps and wastage, where they are not welded, including overhead charges & Contractors profit, GST etc., complete. |
| 138 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in Sub Structure complete as per drawings and technical specification Clauses 1001, 1002, 1003, 1004 MORD for bars below 36 mm dia including overlaps and wastage, where they are not welded, including overhead charges & Contractors profit, GST etc., complete. |
| 139 | Supplying, fitting and placing HYSD bar reinforcement (Fe 500) in Super Structure complete as per drawings and technical specification Clauses 1001, 1002, 1003, 1004 MORD for bars below 36 mm dia including overlaps and wastage, where they are not welded, including overhead charges & Contractors profit, GST etc., complete. |
| 140 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved Technical Specifications 2000,& 2200 MORTH including cost, all labour charges for all operations including overhead charges & Contractors profit, but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 141 | Providing weep holes inplain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe 6kg/cm2 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 1206.6 MORD including cost of materials, conveyance, labour, T&P etc ,including overhead charges & Contractors profit, excluding GST etc., complete as per the direction of Engineer-in-charge |
| 142 | Backfilling behind abutment, wing wall and return wall with selected earth complete as per drawings & technical specification Clause 1604.7 MORD including cost of materials, conveyance, labour, T&P etc including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work |
| 143 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC78including cost of materials, conveyance, labour, T&P etc including overhead charges & Contractors profit, excluding GST and seigniorage charges etc., complete as per the direction of Engineer-in-charge for finished item of work |
| 144 | Pitchingwith ss revetment 300 mm size rough stone including cost, seigniorage charges and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-ChargeforPitching of slopes for Toe wall including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 145 | Providing Grouted Revetment withrough stone (HBG) of not less than 300 mm size grouted with 0.20 cum of CC (1:4:8) including cost,and conveyance of materials to site and including labour charges for packing the stones for revetment etc., complete for finished item of work as per MoRT&H specification 2504 ( 5th Revision ) and as directed by the Engineer-in-Chargeforquadrential revetment including overhead charges & Contractors profit but excluding GST and Seignorage Charges etc., complete for finished item of work. |
| 146 | Road Safety Interventions |
| 147 | Providing and fixing of 5 thkilometre stones of size 350x250x1675 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of 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. |
| 148 | Providing and fixing of kilometre stones of size 350x250x1100 mm precasted with RCC (1:2:4) using 20 mm and 10 mm HBG Metal and using 5 Kgs/sqm of steel HYSD bars including cost and fabrication charges and embedding these stones in 0.55x0.55x0.60 m size Cement concrete M20 Grade CC(1:2:4) using 20 mm and 10 mm HBG metal below ground level,painting ,lettering etc Complete as per Drawings and technical specification clause 1703 of 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. |
| 149 | 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 600 mm Circular sign boards |
| 150 | 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.600 mm Equilateral triangle |
| 151 | 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 Rectangular of size 800x600 mm |
| 152 | Providing and erecting direction and place identification of semi reflective sign boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded ontwo nos. of47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-15grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge 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 for main information board of size 1500 x 1200 mm |
| 153 | Providing and erecting direction and place identification of semi reflective Village boards as per as per IRC 67 made of 2 mm thick MS sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70mm width& required message letters & figures with reflective tape engineering grade as perMoRD specifications of required shade & colour supported & welded on47mmX47mmX12SWG sheet tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to ground by mean of property designed foundation with M-20 grade cement concrete 450mmX600mmX600mm below ground level as per approved drawing clause 1701including cost, conveyance, taxes of all materials required& fixing at site as per approved drawing& direction of Engineering in charge 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 of village boards of size 900 x 600 mm |
| 154 | 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. |
| 155 | Construction of speed breaker with Cement Concrete pavement with minimum width of 3.00 with parabolic hump of 100 mm at centre etc including overhead charges & Contractors profit but excluding GST & Seignorage charges. |
| 156 | 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, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work. |
| 157 | Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fix vertical post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810 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. |
| 158 | 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. |
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