Design and Construction of RCC Pier for Pipe Support and Providing, laying, jointing and testing shifting of Ductile iron clear water rising main and sewer rising main pipeline of different Dia as per alignment of Proposed Submersible Bridge Across

Cement concrete grade M-25 (Nominal Mix) with 20 mm maximum size of stone aggregate UADD SOR VOL -1Item No. 18.14.2/220

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge.1:3:6 or richer mix UADD Water Supply 18.5.1/228

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. UADD Water Supply 18.2.1/227

Providing, laying, jointing & testing of socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-9) with suitable Rubber Gasket (Push on) joints as per IS:5382/85 including testing of joint UADD Water Supply Ammendment 05.07.24

800 mm Dia 4.3.14/2

300 mm Dia 4.3.6/1

Providing laying jointing (i/c all jointing material ) & testing of welded / socketed double flanged centrifugal cast spun ductile iron pressure pipes conforming to IS 8329/2000 in the length of 5.2/5.5 m for class K-9 with inside cement mortar lining doe the sizes/dia pipes. 4.39.5/75 300 mm Dia

Providing and Laying ductile iron PN-10 type flanged sockets conforming to IS-9523/2000 having dimension as per table 23 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS-9523/2000 UADD Water Supply

800 mm Dia 4.29.14/71

300 mm Dia 4.29.6/71

Providing & laying Ductile iron Mechanical joint collar with follower glands conforming to IS-9523/2000 having dimension as per table 24 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining. PN16 UADD Water Supply

800 mm Dia 4.11.14/61

300 mm Dia 4.11.6/61

Providing, Laying including testing and Jointing of welded double flanged centrifugal cast (spun) ductile Iron pressure pipes conforming to IS:8329/ 2000 in the length of 1m. for class K-9 with inside cement mortar lining for the following sizes/dia pipes. MPPHED USOR

800 mm Dia 1.27.13/16

300 mm Dia 1.27.5/16

Providing & Laying Ductile Iron Double Socket 45° Bends conforming to IS-9523/2000 having dimension as per table 16 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining UADD Water Supply

800 mm Dia PN16 4.17.15/63

300 mm Dia PN16 4.17.7/63

Providing & Laying Ductile Iron Double Socket 22.5° Bends conforming to IS-9523/2000 having dimension as per table 17 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining. UADD Water Supply

800 mm Dia PN16 4.19.15/64

300 mm Dia PN16 4.19.7/64

Providing & Laying Ductile Iron Double Socket 11.25° bends conforming to IS-9523/2000 having dimension as per table 18of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining. UADD Water Supply

800 mm Dia PN16 4.21.15/65

300 mm Dia PN16 4.21.7/65

Providing & fixing of Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 800 mm Dia PN1.6 UADD Water Supply 14.2.17/174

Providing & fixing of following Ductile iron double flanged sluice valves as per IS:14846- 2000 fitted with cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete a) without byepass arrangement UADD Water Supply

300 mm Dia Rising Spindle PN1.6 14.6.1.9/175

100 mm Dia Rising Spindle PN1.6 14.6.1.4/175

Providing & fixing cast iron double air valves, flanged with inbuilt isolating valve as per IS : 14845-2000 including jointing& testing with cost of jointing material and rubber insertionall complete UADD Water Supply

100 mm Dia PN 1.6 14.41.3

40 mm dia PN 1.6 14.41.1

Providing, supplying, fixing & testing ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking, etc. all complete.With by pass arrangement UADD Water Supply

800 mm Dia PN1.6 14.15.2.15/180

300 mm Dia PN1.6 14.15.2.7/180

Manufacturing, Providing, supplying spirally welded/ERW/ SAW/Fabricated M.S. Pipe of suitable length and Diameter,welding on automatic welding machine and forming V-edge on both ends & laying and Jointing of M.S. pipes as per IS specifications as per IS-3589, IS-5504 and relevant IS code, duly tested for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading FOR site unloading & stacking etc. complete as per direction of Engincer-in- Charge. (excluding protective coating) UADD Water Supply 8.1/2 ammendment 05/07/2024

Manufacturing, Providing, supplying of M.S. Specials as per IS specifications of approved thickness by welding, lowering, laying and jointing, aligning, fixing in position at all level/depths in trenches complete as per relevant IS code, duly tested for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR Site & stacking etc. complete as per for direction of Engineer-in-charge. (excluding protective coating) UADD Water Supply 8.2/2 ammendment 05/07/2024

Providing & applying 406 micron food grade epoxy coating on inside face of pipe as per IS 3589 & other relevant IS specificationincluding testing. UADD Water Supply 8.16/2 ammendment 05/07/2024

Providing & applying external Coating of Dual Layer Fusion bond epoxy (DRBE) on outer face of steel pipe as per the IS 3589 & IS 15659 Part-2, 2006 and other relevant IS codes, DFBE Coating to be Compiling with standards of CSA Z245.20-18. UADD Water Supply 8.17/2 ammendment 05/07/2024

Providing & applying external anti-corrosion 3 LPE Coating on outer face of Pipe as per IS 3589 & other relevant IS codes by using 3 layers side Extruded Polyethylene coating (confirming to DIN - 30670). UADD Water Supply 8.18/2 ammendment 05/07/2024

Filling by available excavated earth (excluding rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20cmin depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m UADD Water Supply 18.2.8/228

All kinds of ordinary soil

Ordinary rock

Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate UADD Water Supply 18.14.3/229

Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate UADD Water Supply 18.14.5/229

Providing and laying in position machine batched and machine mixed , and machine vibrated design mix reinforced cement concrete of M-30 grade mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batch using approved mix design , for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-30 Grade concrete upto plinth level UADD Water Supply 18.16.1/230

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Thermo-Mechanically Treated bars. (Fe 500 D or more) UADD Water Supply 18.23.4/231

Structural steel work riveted, bolted or welded in built up section trusses and framed work i/c cutting /hoisting /fixing in position and applying a priming coat of approved steel primer all complete. MPPHED USOR 15.36/261

R.C.C. chamber for sluice valves of dimension 1.2m x 1.5xm x 1.5 m with MS sheet cover having opening for valve operation

All kinds of ordinary soil

Earth work in excavation of foundation of structures with all lifts & lead upto 1000 meters as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom as per relevant clauses of section 300 & 2100 in.UADD ISSR Road & Bridge

All kind of soil By Manual means upto 3 m depth 12.1.I.A.(i)/78

Extra rates for quantities of Excavation, executed in/or under water, including pumping out water as required .(The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions).20% of the rate of the item.12.1.II.A.i UADD ISSR Road & Bridge12.1.V/78

Providing and laying 1.5 m deep in rock and 1.5 m above rock 25mm dia tor steel dowel bar in foundation including drilling 65mm dia bore hole in rock necessary bending, hooking tying reinforcement in position and grouting etc. complete as per drawing and specifications. UADD ISSR Road & Bridge12.27/82

Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .PCC Grade M25 UADD ISSR Road & Bridge12.5.c/79

Ordinary rock By manual Means upto 3 m depth 12.1.II.A.(i)78

Supplying, fitting and placing HYSD bar reinforcement in foundationcomplete as per drawing and technical specifications and as per relevant clauses of sections 1600. 90 kg per cum concrete qty of foundation (615 cum x 90 Kg/cum) UADD ISSR Road & Bridge12.24/82

Providing and laying Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in RCC Grade M25 with 20 mm maximum size of aggregate For solid slab super-structure Height upto 5m UADD ISSR Road & Bridge14.1.B.(i).a/87

Supplying, fitting and placing HYSD bar reinforcement in sub-structurecomplete as per drawing and technical specifications and as per relevant clauses of sections 1600 90 kg per cum concrete qty of substructure (937.18 cum x 90 Kg/cum) UADD ISSR Road & Bridge13.6/87

Providing & laying levelling course/annular filling in PCC M-15 nominal mix in foundation as per relevant clauses of section 1500, 1700 and 2100. UADD ISSR Road & Bridge12.2/78

Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. UADD SOR VOL -1 Item No. 18.12/229

Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200 . PCC Grade M25 UADD ISSR Road & Bridge13.5.c/87

Add lump sump amount for misc item during execution payble as per measurment recorded on ISSR rates.

Supplying, fitting and placing HYSD bar reinforcement in sub-structurecomplete as per drawing and technical specifications and as per relevant clauses of sections 1600 95 kg per cum concrete qty of super structure UADD ISSR Road & Bridge14.2/92

Earth work in excavation for foundation, trenches for pipes /cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom,dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. Ordinary Rock UADD SOR VOL -1Item No.18.2.2/227

Hard rock (blasting prohibited) UADD SOR VOL -1Item No.18.2.4 /227

Providing, laying, jointing & testing of socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K-9) with suitable Rubber Gasket (Push on) joints as per IS:5382/85 including testing of joint UADD Water Supply Ammendment 05.07.24

600 mm Dia sor no. 4.3.11/1

300 mm Dia sor no. 4.3.06/1

Providing laying jointing (i/c all jointing material ) & testing of welded / socketed double flanged centrifugal cast spun ductile iron pressure pipes conforming to IS 8329/2000 in the length of 5.2/5.5 m for class K-9 with inside cement mortar lining doe the sizes/dia pipes.

600 mm Dia sor no. 4.39.10/75

300 mm Dia sor no. 4.39.5/75

Providing and Laying ductile iron PN-10 type flanged sockets conforming to IS-9523/2000 having dimension as per table 23 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS-9523/2000 UADD SOR VOL -1

600 mm Dia PN 16 4.29.11/71

300 mm Dia PN 16 4.29.6/71

Providing & laying Ductile iron Mechanical joint collar with follower glands conforming to IS-9523/2000 having dimension as per table 24 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining. PN16 UADD SOR VOL -1

600 mm Dia 4.11.11/61

300 mm Dia 4.11.6/61

Providing & laying Ductile iron Mechanical joint collar with follower glands conforming to IS-9523/2000 having dimension as per table 24 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining. PN16 UADD SOR VOL -1

600 mm Dia 4.31.11/72

300 mm Dia 4.31.06/72

Providing, Laying including testing and Jointing of welded double flanged centrifugal cast (spun) ductile Iron pressure pipes conforming to IS:8329/ 2000 in the length of 1m. for class K-9 with inside cement mortar lining for the following sizes/dia pipes. MPPHED USOR

600 mm Dia 1.27.10/16

300 mm Dia 1.27.5/16

providind, laying and testing ductile iron double socket 90 degree Bend PN16 conforming to is 9523/2000 having dimensions as per table 15 of is 9523/2000 in the following nominal diameter/ sizes with external bitumen coating and internal cement mortar lining. UADD SOR VOL -1 4.15/62

300mm diameter 4.15.7

600mm diameter 4.15.12

Providing & Laying Ductile Iron Double Socket 45° Bends conforming to IS-9523/2000 having dimension as per table 16 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining UADD SOR VOL -1

600 mm Dia PN16 4.17.12/63

300 mm Dia PN16 4.17.7/63

Providing & Laying Ductile Iron Double Socket 22.5° Bends conforming to IS-9523/2000 having dimension as per table 17 of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining. UADD SOR VOL -1

600 mm Dia PN16 4.19.12/64

300 mm Dia PN16 4.19.7/64

Providing & Laying Ductile Iron Double Socket 11.25° bends conforming to IS-9523/2000 having dimension as per table 18of IS-9523/2000 in the nominal diameter/sizes with external bitumen coating and internal cement mortar lining. UADD SOR VOL -1

600 mm Dia PN16 4.21.12/65

300 mm Dia PN16 4.21.7/65

Providing & fixing of following Ductile iron double flanged sluice valves glandless, resililent (soft seated) non-rising spindle with body bonnet of ductile iron of grade GGG 40/SGI 400/12 or equivalaent grade or of higher tensile strength grade, as per IS: 3896 part-II-1986 and subsequent revision, wedge fully rubber lined with EPDM food grade quality and seals of NBR. The valve should be with replaceable nut and replaceable sliding shoes, valve stems shall be of single piece thread rolled. Sluice valve shall be compitable for buried applications without valve chambers. The valve should be vaccum tight and 100% leakproof with face to face dimensions as BS: 5163-89/ IS: 14846/2000/DIN 3204 F4 and flange connections as per IS: 1538. Valve should be with electrostatic powder coatilng both inside and outside (thickness 250 micron)with pocketless strailght thro body passage including jointing and testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete. UADD SOR VOL -1

600mm diameter 14.8.10/177

300mm diameter 14.8.5/177

providing and fixing following ductile iron double flanged non return valve including jointing and testing with cost of jointing material such as bolts, nuts nd rubber insertions all complete UADD SOR VOL -1 14.16/181

600mm diameter 14.16.7

300mm diameter 14.16.3/181

Manufacturing, Providing, supplying spirally welded/ERW/ SAW/Fabricated M.S. Pipe of suitable length and Diameter,welding on automatic welding machine and forming V-edge on both ends & laying and Jointing of M.S. pipes as per IS specifications as per IS-3589, IS-5504 and relevant IS code, duly tested for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading FOR site unloading & stacking etc. complete as per direction of Engincer-in- Charge. (excluding protective coating) UADD SOR VOL -1 8.1/2 ammendment 05/07/2024

Manufacturing, Providing, supplying of M.S. Specials as per IS specifications of approved thickness by welding, lowering, laying and jointing, aligning, fixing in position at all level/depths in trenches complete as per relevant IS code, duly tested for usage in Drinking water inclusive of all materials, inspection charges, transit insurance, loading/unloading, FOR Site & stacking etc. complete as per for direction of Engineer-in-charge. (excluding protective coating) UADD SOR VOL -1 8.2/2 ammendment 05/07/2024

Providing & applying 406 micron food grade epoxy coating on inside face of pipe as per IS 3589 & other relevant IS specificationincluding testing. UADD SOR VOL -1 8.16/2 ammendment 05/07/2024

Providing & applying external Coating of Dual Layer Fusion bond epoxy (DRBE) on outer face of steel pipe as per the IS 3589 & IS 15659 Part-2, 2006 and other relevant IS codes, DFBE Coating to be Compiling with standards of CSA Z245.20-18. UADD Water Supply 8.17/2 ammendment 05/07/2024

Providing & applying external anti-corrosion 3 LPE Coating on outer face of Pipe as per IS 3589 & other relevant IS codes by using 3 layers side Extruded Polyethylene coating (confirming to DIN - 30670). UADD SOR VOL -1 8.18/2 ammendment 05/07/2024

Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering Cement concrete grade M-20

(Nominal Mix) with 20 mm maximum size of stone aggregate UADD SOR VOL -118.14.3/229

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete. Thermo-Mechanically Treated bars. (Fe 500 D or more) UADD Water Supply 18.23.4/231

Structural steel work riveted, bolted or welded in built up section trusses and framed work i/c cutting /hoisting /fixing in position and applying a priming coat of approved steel primer all complete. MPPHED USOR 15.36/261

R.C.C. chamber for sluice valves of dimension 1.2m x 1.5xm x 1.5 m with MS sheet cover having opening for valve operation

Filling with moorum for pipe bedding or over the pipe including supply of moorum/sand UADD SOR VOL -1Item No. 18.3.3 /228

Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate UADD SOR VOL -1 18.14.5/229

Filling by available excavated earth (excluding rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. UADD SOR VOL -1Item No. 18.2.8

Add/ deduct for variation of depth of man holes given at item 17.2 120x90cm size manhole over item. UADD ISSR VI-Item No. 17.3.2/210

Constructing Brick masonry rectangular manhole in cement mortar 1:4 (1cement:4 fine sand) common Burnt Clay Brick or fly ash bricks, of compressive strength not less than 75 Kgf/ cm2 RCC top slab Cement Concrete 1:2:4 (Nominal Mix) with stone aggregate 20mm nominal size, 20 cm thick foundation in cement concrete 1:3:6 (Nominal Mix) with stone aggregate 40mm nominal size, inside & outside plastering minimum 12 mm thick with cement mortar 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement and making channels in Cement Concrete 1:2:4 (Nominal Mix) with stone aggregate 20mm nominal size including finishing the channel to shape, including providing and fixing footrest, manhole cover and frame etc. complete. (only excavation as per actual shall be paid separately), Depth of manhole shall be considered as the vertical distance from top of the manhole cover to the outgoing invert of main drain channel. (for reference purpose use Drawing No. 11) UADD ISSR VI-Item No. 17.2 Man hole with specifications having inside size 120x90 cm and 90 cm deep including SFRC cover with frame (heavy duty) 560 mm dia. clear opening as per IS 12592 : 2002. UADD SOR VOL -1Item No. 17.2.5 /210

Removal of debris/malwa collected in manholes by manual means/ mechanical means complete. UADD SOR VOL -1Item No. 17.28.4/222

Providing and laying Plain/Reinforced cement concrete in sub-structure as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2200 . PCC Grade M25 UADD ISSR Road & Bridge13.5.c/87