Tender For Cross And Drain Repair Work In Ward No. 19 To 30 In Sikar - Dismantling of existing structures like culverts, bridges, retainingwalls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with alllifts and lead of 50 metres as directed by Engineer.Lime Concrete, cement concrete grade M-10 (1:5:10) and below 3 Dismantling of existing structures like culverts, bridges, retainingwalls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffoldingwherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with alllifts and lead of 50 metres as directed by Engineer.Cement Concrete Grade M-15 and above and PCC blocks 4 Carriage of Materials by mechanical transport including loading, unloading andstacking ::Stone, boulders, gravelly material(Taken Lead UP to 5kms) 5 Construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private land complete as per MoRT&H specification clause 305. (Lead taken upto 5 km) 6 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m 7 Centring and shuttering with plywood or steel sheet upto two stories ( each story of height upto 3.5 metre from floor level) including strutting, propping etc. and removal of form for :22.1.1Foundations, footings, bases of columns, etc. for mass concrete. 8 Providing and fixing of reinforced Ferro-Cement drain coversdesigned for A class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosivebitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistancecompound, abrasion resistant complete as per approved design etc.Standard Size 600x800mm (75mm thick) for span 300 to 450mm 9 Providing and fixing of reinforced Ferro-Cement drain coversdesigned for A class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosivebitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistancecompound, abrasion resistant complete as per approved design etc.Standard Size 1000x800mm (100mm thick) for span 451 to 700mm 10 Providing and fixing of reinforced Ferro-Cement drain coversdesigned for A class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosivebitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistancecompound, abrasion resistant complete as per approved design etc.Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm 11 Providing and fixing of reinforced Ferro-Cement drain coversdesigned for A class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosivebitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistancecompound, abrasion resistant complete as per approved design etc.Standard Size 2100x500mm (150mm thick) for span 1201 to1500mm 12 Providing and fixing of reinforced Ferro-Cement drain coversdesigned for AA class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosivebitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistancecompound, abrasion resistant complete as per approved design etc.Standard Size 600x800mm (75mm thick) for span 300 to 450mm 13 Providing and fixing of reinforced Ferro-Cement drain coversdesigned for AA class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosivebitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistancecompound, abrasion resistant complete as per approved design etc.Standard Size 1000x800mm (100mm thick) for span 451 to 700mm 14 Providing and fixing of reinforced Ferro-Cement drain coversdesigned for AA class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosivebitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistancecompound, abrasion resistant complete as per approved design etc.Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm 15 Providing and fixing of reinforced Ferro-Cement drain coversdesigned for AA class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosivebitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistancecompound, abrasion resistant complete as per approved design etc.Standard Size 2100x500mm (150mm thick) for span 1201 to1500mm 16 Providing at site, lowering & laying in trenches, aligning & jointing ofRCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up todate) marked and pipes from 300 mm and upto 1800 mmmanufactured through vertical casting process at all depths withRubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382(including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost andconveyance of water to site for testing) etc., complete as perspecification and / or as directed by Engineer.Note : E/w to be measured and paid separately 150 mm internal diameter 17 Providing at site, lowering & laying in trenches, aligning & jointing ofRCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up todate) marked and pipes from 300 mm and upto 1800 mmmanufactured through vertical casting process at all depths withRubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382(including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost andconveyance of water to site for testing) etc., complete as perspecification and / or as directed by Engineer.Note : E/w to be measured and paid separately 200 mm internal diameter 18 Providing at site, lowering & laying in trenches, aligning & jointing ofRCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up todate) marked and pipes from 300 mm and upto 1800 mmmanufactured through vertical casting process at all depths withRubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382(including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost andconveyance of water to site for testing) etc., complete as perspecification and / or as directed by Engineer.Note : E/w to be measured and paid separately 250 mm internal diameter 19 Providing at site, lowering & laying in trenches, aligning & jointing ofRCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up todate) marked and pipes from 300 mm and upto 1800 mmmanufactured through vertical casting process at all depths withRubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382(including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost andconveyance of water to site for testing) etc., complete as perspecification and / or as directed by Engineer.Note : E/w to be measured and paid separately 300 mm internal diameter 20 Providing at site, lowering & laying in trenches, aligning & jointing ofRCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up todate) marked and pipes from 300 mm and upto 1800 mmmanufactured through vertical casting process at all depths withRubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382(including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost andconveyance of water to site for testing) etc., complete as perspecification and / or as directed by Engineer.Note : E/w to be measured and paid separately350 mm internal diameter 21 Providing at site, lowering & laying in trenches, aligning & jointing ofRCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up todate) marked and pipes from 300 mm and upto 1800 mmmanufactured through vertical casting process at all depths withRubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382(including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost andconveyance of water to site for testing) etc., complete as perspecification and / or as directed by Engineer.Note : E/w to be measured and paid separately 400 mm internal diameter 22 Providing at site, lowering & laying in trenches, aligning & jointing ofRCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up todate) marked and pipes from 300 mm and upto 1800 mmmanufactured through vertical casting process at all depths withRubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382(including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost andconveyance of water to site for testing) etc., complete as perspecification and / or as directed by Engineer.Note : E/w to be measured and paid separately 450 mm internal diameter 23 Providing at site, lowering & laying in trenches, aligning & jointing ofRCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up todate) marked and pipes from 300 mm and upto 1800 mmmanufactured through vertical casting process at all depths withRubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382(including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost andconveyance of water to site for testing) etc., complete as perspecification and / or as directed by Engineer.Note : E/w to be measured and paid separately 500 mm internal diameter 24 Providing at site, lowering & laying in trenches, aligning & jointing ofRCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up todate) marked and pipes from 300 mm and upto 1800 mmmanufactured through vertical casting process at all depths withRubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382(including cost of Rubber gaskets, lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost andconveyance of water to site for testing) etc., complete as perspecification and / or as directed by Engineer.Note : E/w to be measured and paid separately 600 mm internal diameter 25 Providing at site, lowering & laying in trenches, aligning & jointing ofPVC-U pipes (SN 8) as per IS 15328 (amended up to date) and asper specifications with rubber rings with socket and spigot joint,(EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost andconveyance of water to site for testing) and commissioning etc complete as directed by Engineer.Note : E/w to be measured and paid separately. 110 mm Nominal Dia 26 Providing at site, lowering & laying in trenches, aligning & jointing ofPVC-U pipes (SN 8) as per IS 15328 (amended up to date) and asper specifications with rubber rings with socket and spigot joint,(EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost andconveyance of water to site for testing) and commissioning etc complete as directed by Engineer.Note : E/w to be measured and paid separately. 160 mm Nominal Dia 27 Fabrication, supply of flanged/ plain ended MS pipe made from MSsheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioningalong with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately. MS pipe specials upto 600mm dia (with minimum 5mm thicknesssheet) 28 Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) 29 Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinth level : 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate40 mm nominal size) 30 Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars. 31 Brick work with FPS bricks of class designation 75 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6coarse sand) 32 Brick work with FPS bricks of class designation 75 in superstructure above plinth level upto two stories in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6coarse sand) 33 Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) 34 Stone work (machine cut edges) for wall lining etc. (veneer work)backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by meansof cramps which shall be paid for separately): Red sand stone - Exposed face fine dressed with rough backing. 30 mm thick. 35 Providing & fixing precast cement concrete coping 1 : 2 :4 mix 50mm thick complete as per specification 36 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded20mm nominal size stone aggregate) finished with a floating coat ofneat cement including cement slurry, but excluding the cost ofnosing of steps etc. complete.40mm thick 37 Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately.MS pipe upto 600mm dia (with minimum 5mm thickness sheet) 38 Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete (excluding flanged jointing wherever required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.Note : E/w to be measured and paid separately.MS pipe above 600mm dia (with minimum 6.3mm thickness sheet) 39 Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar1:4 (1 cement : 4 fine/ coarse sand)
