Tender For Item Rate Contract For (Rainy Season) Repairing Works Of Pump Houses In Sikar - 1 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. 2 Lime Concrete, cement concrete grade M-10 (1:5:10) and below 3 Cement Concrete Grade M-15 and above and PCC blocks 4 Prestressed /Reinforced cement concrete with separating, cleaning,straightening and cutting of bars 5 Dismantling Brick / Tile workIn cement mortar 6 Dismantling Stone MasonryRubble stone masonry in cement mortar. 7 Carriage of Materials by mechanical transport including loading, unloading andstacking ::Stone, boulders, gravelly material(Taken Lead UP to 5kms) 8 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) 9 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 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. 11 Standard Size 600x800mm (75mm thick) for span 300 to 450mm 12 Standard Size 1000x800mm (100mm thick) for span 451 to 700mm 13 Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm 14 Standard Size 2100x500mm (150mm thick) for span 1201 to1500mm 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. 16 Standard Size 600x800mm (75mm thick) for span 300 to 450mm 17 Standard Size 1000x800mm (100mm thick) for span 451 to 700mm 18 Standard Size 1500x600mm (125mm thick) for span 701 to 1200mm 19 Standard Size 2100x500mm (150mm thick) for span 1201 to1500mm 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 separately 21 150 mm internal diameter 22 200 mm internal diameter 23 250 mm internal diameter 24 300 mm internal diameter 25 350 mm internal diameter 26 400 mm internal diameter 27 450 mm internal diameter 28 500 mm internal diameter 29 600 mm internal diameter 30 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. 31 110 mm Nominal Dia 32 160 mm Nominal Dia 33 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) 34 Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinth level : 35 1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 36 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) 37 1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 40mm nominal size). 38 1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate40 mm nominal size) 39 Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. 40 Brick work with FPS bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6coarse sand) 41 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) 42 Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) 43 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. 44 Providing & fixing precast cement concrete coping 1 : 2 :4 mix 50mm thick complete as per specification 45 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 46 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) 47 Cleaning and removal of earth, silt, sludge, kankar, boulder, buildingmaterial and garbage in existing nallah/drains including constructionof bye pass arrangement to byepass water with 1.5m lift from groundlevel and lead upto 50 m including foul & saturated condition wherepumping out or bailing out of water is required, including shoring,shuttering where required and dewatering. Making access fordisposal and dressing disposal side as per the directed of theEngineer. 48 For Depth upto 1.50 m 49 For depth above 1.50 m and upto 3.00 m 50 For depth above 3.00 m and upto 4.50 m 51 For depth above 4.50 m and upto 6.00 m 52 Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 53 Sand bags (Cost of sand and Empty cement bag) 54 Supply delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Non clog submersible pumping set of 2% Ni CI Cascading, Impeller CF 8M ,Shaft SS 410,mechanical seal with 10M Power & Control cable , 5M Galvanized Chain,,10M, 50mm MS galvanized Guide pipe, Duck Foot Bend, with Guide wire SS 304 etc. complete with all respect as per specification 55 Discharge 90 cum/hr and head 16 to 20 M 56 Discharge 110 cum/hr and head 16 to 20 M 57 Discharge 160 cum/hr and head 26 to 30 M 58 Discharge 160 cum/hr and head 16 TO 20 M 59 Discharge 220 cum/hr and head 16 TO 20 M 60 Discharge 630 cum/hr and head 16 TO 20 M 61 Discharge 840 cum/hr and head 16 TO 20 M 62 Discharge 710 cum/hr and head 16 TO 20 M 63 Supplying, erecting, testing & commissioning of Hand operated Travelling Crane (HOT) (single bridge girder carrying two wheels , complete with chain pulley block, load chain of welded construction of alloy steel as per IS:2429, hand chains for hoisting & traverse mechanism, totally encased Gears, trolley, trolley track wheels. Axle & shaft, swivel type lifting hook as per IS:3815, lock to prevent hook from swivelling, brakes for lifting gear, suitable for the above parameters and as per the direction of the Engineer. 64 2 MT CapacitySpan 3 M and Lift 3 M 65 Supplying, erecting, testing & commissioning of Electrically OperatedTravelling Crane (EOT) .Main girder & End Carriage fabricated from Rolled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches , LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and onecoat of primer and two coat of synthetic paintand as per the direction of the Engineer. 66 2 MT CapacitySpan 7 M and Lift 6 M 67 Providing & Fixing of ISO certified company made TP&N 415 V AC23A front handle operated switch disconnector fuse unit, cubicaltype, with metallic enclosure, as per PWD specificationfor electrical Works conforming to IS/lEC 60947-3 : 1999 with HBC fuses including making connections with lugs, testing etc as required.Appropriate type test certificate / OEM test report shall be submitted . All as per pre approved by Engineer in-charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 68 100/125 A rating 69 200 A rating 70 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed UnArrmouredAluminiumcable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV withH4- Grade electrolyticaluminium conductor confirming to IS 8130 of purity >99.6 %,Inner / outer sheath confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) includingtesting etc. as required of following size. OEM must have its own inhouse NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work refer Annexure A attached with this BSR 71 50.0 Sq. mm3.5 core 72 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed ArmouredCoppercable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV withelectrolytic gradeCopper made of copper rodsconfirming to IS 613-1964, of purity >99.7 %, round / flat strip armouring, Inner / outer sheath confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie)includingtesting etc. as required of following size. OEM must have its own in house NABL accrediated Laboratory for testing procedure as per IS:10810 For additionaltechnical parameters of product / work refer Annexure A attached with this BSR 73 50 Sq. mm4 core 74 Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as perIS:8329-2000 (amended up to date), with internal High Alumina Cement (HAC) mortar lining for gravity sewer network with rubber ring (EPDM) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as perdirection of Engineer. 75 150mm 76 200 mm 77 250 mm 78 Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade and PN6 for sewer application as per IS 14333-1996 (amended upto date) in trenches in complete including all material, labour, sectional hydrotesting (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications and asper direction of Engineer. Note: E/w to be measured and paid separately. Length of pipe shall be measured in between the outerwall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included inthe item of manhole/inspection chamber shall not be payable. 79 200mm Nominal dia 80 Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/ depths DI K-12 standard, Ductile Iron DoubleChambered Restrained Joint sends of 90°, 45°, 22.5° and 11.25° with rubber ring (EPDM) joints as per IS: 5382-1985, locking ringsand locking bars within trenches in DI Restrained Joint pipe line complete including all material, labour, testing and commissioningalong with pipe line and as per technical specifications and as per direction of Engineer. Specials Double Chambered Restrained joint DI K-12 81 Upto 600 mm dia 82 100 mm dia DI Duckfoot Bend 83 150 mm dia DI Duckfoot Bend 84 200 mm dia DI Duckfoot Bend 85 250 mm dia DI Duckfoot Bend 86 Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part21985 and subsequent revisions,Face to face dimensions as per IS5312 (part -1):2004Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring ofSS/CS. Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brasswith EPDM/NBR O ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel)Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Class PN 1.6 87 150 mm dia 88 200 mm dia 89 250 mm dia 90 300 mm dia
