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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-12-2021 | EXTEND THE DATE | Date | 29-12-2021 |
| 2 | 17-12-2021 | TERM AND CONDITION | Other | 23-12-2021 |
| Sl. No. | Item Description |
| 1 | Design, Construction, Testing and Commissioning of RCC OHT based on approved drawings and specifications to be read with general conditions of the contract with architectural features of 1.00 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only including providing andfixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, digital water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. The average safe Bearing capacity of soilin the area is 10 ton/m².The SBC shall be conducted by the contractor by Bore log method form a NABL testing agency, Using M-30 design mix concrete). THE REINFORCEMENTTO BE USED FOR THE CONSTRUCTION OF THESE OHTs SHALL BE OF GRADE FE-500 CONFIRMING TO IS-1786 LATEST REVISION. (Location of OHTs:- 1. Pumping station Kalu Chak, 2. CPS Pargalta, 3. Near Nallah Shamma Chack) |
| 2 | a) Additional rate for bearing capacity below 10 ton/m² |
| 3 | b) Rate to be deducted for bearing capacity above 10 ton/m² |
| 4 | Design, Construction, Testing and Commissioning of RCC OHT based on approved drawings and specifications to be read with general conditions of the contract with architectural features of 0.50 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only including providing andfixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, digital water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. The average safe Bearing capacity of soilin the area is 10 ton/m².The SBC shall be conducted by the contractor by Bore log method form a NABL testing agency, Using M-30 design mix concrete). THE REINFORCEMENTTO BE USED FOR THE CONSTRUCTION OF THESE OHTs SHALL BE OF GRADE FE-500 CONFIRMING TO IS-1786 LATEST REVISION. (Location of OHTs:- 1. Domana, 2. Bhagani, 3. Talab Raipur, 4. Nardani, 5. Deoru, 6. Nappa, 7. Dhok Waziran, 8. Crusher Mohalla Bain Bajalta, 9. Upper Sarah Pargalta, 10. Chak Chua, 11. Chak Jaralan, 12. Near Panchayat Ghar Parlah, 13. Old Tube Well Station Chakroi, 14. Near Existing OHT Chakroi, 15. Baspur Banglow, 16. Mamka, 17. Khour, 18. Kotli Shah Doula, 19. Langotian, 20. Dhindey Kalan, 21. Nihalpur Simble, 22. Canal Side Bagga Zana, 23. Jinder Melhu, 24. Kirpind, 25. Miran Sahib, 26. Simble Tekri, 27. Upper Kalakam, 28. Lower Kalakam, 29. Village Rajpura Pumping station,30. Gugrial (Dayian), 31. Pallanwala-I, 32. Pallanwala-II |
| 5 | a) Additional rate for bearing capacity below 10 ton/m² |
| 6 | b) Rate to be deducted for bearing capacity above 10 ton/m² |
| 7 | Design, Construction, Testing and Commissioning of RCC OHT based on approved drawings and specifications to be read with general conditions of the contract with architectural features of 0.30 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only including providing andfixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, digital water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. The average safe Bearing capacity of soilin the area is 10 ton/m².The SBC shall be conducted by the contractor by Bore log method form a NABL testing agency, Using M-30 design mix concrete). THE REINFORCEMENTTO BE USED FOR THE CONSTRUCTION OF THESE OHTs SHALL BE OF GRADE FE-500 CONFIRMING TO IS-1786 LATEST REVISION. (Location of OHTs:- 1. Jaswan, 2. Sui, 3. Poonch Colony Bain Bajalta, 4. Malhori Jagir Pargalta, 5. PHE Station Biaspur, 6. PHE Station Maggowali, 7. Kotli Mian Fateh, 8. Chak Aslam, 9. Mohra Khad (Dharam Khoo),10. Simbliwala, 11. Baba Talab, 12. Village Dub-Ditta, 13. Mohalla Jagota, 14. Chaga Da Mohalla, 15. Marjali, 16. Kaink pumping station, 17. Old Amb station, 18. Village Rakh, 19. Ranjan Thathi,20. Dummi, 21. Chandian, 22. Rajpura Pindi, 23. Bhalwal Berth, 24. Degree College Khour, 25. Chak Malal, 26. Rakh Malal, 27. Mattoo Prangla, 28. New Mattoo ) |
| 8 | a) Additional rate for bearing capacity below 10 ton/m² |
| 9 | b) Rate to be deducted for bearing capacity above 10 ton/m² |
| 10 | Design, Construction, Testing and Commissioning of RCC OHT based on approved drawings and specifications to be read with general conditions of the contract with architectural features of 0.20 lakhs gallons capacity with single compartment and 17.00 meters staging height supported on rectangular/ square columns only including providing andfixing of D.I pipeline fittings for inlet, outlet Scour and overflow delivering upto disposal point & providing and fixing of all accessories such as lightening arrestor, digital water level indicator, R.C.C. stairs from ground level to top landing along outside columns, RCC Ladder from Top Landing to Gallery, RCC Steps along the tank from Gallery to Top Dome, side steel railing upto dome of OHT with stairs within the reservoir upto the bed from the manhole of the tank, gallery to top of dome and inside the tank with side steel railing, ventilating cowls valve pit with proper flooring cover, manhole covers with frame and M.S. railing for stairs and at root flooring, vertical D.I. pipelines and standard D.I. pipe fitting etc. all complete. The top water container should be preferably cylindrical in shape, shaft for support shall not be permitted. The foundation, columns bearing etc. shall be designed and constructed so as to have a provision for the construction of a single storey building between the G.L. bracing and first bracing with RCC roof slab and bricks walls for store accommodation. The Position of the bracing shall be so fixed that the height of floor is approximately 3.50 M and the top of ground level bracing is 0.60 M above general ground level to provide for plinth. The average safe Bearing capacity of soilin the area is 10 ton/m².The SBC shall be conducted by the contractor by Bore log method form a NABL testing agency, Using M-30 design mix concrete). THE REINFORCEMENTTO BE USED FOR THE CONSTRUCTION OF THESE OHTs SHALL BE OF GRADE FE-500 CONFIRMING TO IS-1786 LATEST REVISION. (Location of OHTs:- 1. Pumping station Rajpura-I) |
| 11 | a) Additional rate for bearing capacity below 10 ton/m² |
| 12 | b) Rate to be deducted for bearing capacity above 10 ton/m² |
| 13 | Design, Construction, Commissioning and testing 10,000 gallons per hour (GPH) capacity based on approved drawings and specifications to be read with general conditions of the contract for water turbidity u to 4500 NTU Rapid Sand Filtration plant (WTP) for providing potable water as per BIS, complete in all respects including trial run for a period of one year with DLP after successful completion. The general scope of the work comprises of construction of Intake structure /well, stilling/receiving chamber, pre-sedimentation Tank, Alum dosing tank, flash mixing unit, Floculator, Clari Floculator, rapid sand gravity filtration bedshaving constant rate of discharge and disinfection chamber for dosing of disinfectants etc. collection of waste water & back wash spent water of all units in a common sump and its further disposal in the drain including construction of treated water reservoir/sump tank of capacity 20,000 gallons. (Rates to be quoted by the contractor for bearing capacity range from 12 M.T and above and approved from Chief Engineer Design, Inspection & Quality Control (DIQC) Department Jammu /IIT NIT at his own cost and nothing extra shall be paid to him for the same (Using M-30 design mix concrete for water retaining structures). (Location of filtration Plant:- 1. At PHE Station Nagrota) |
| 14 | Design, Construction, Commissioning and testing 5,000 gallons per hour (GPH) capacity based on approved drawings and specifications to be read with general conditions of the contract for water turbidity u to 4500 NTU Rapid Sand Filtration plant (WTP) for providing potable water as per BIS, complete in all respects including trial run for a period of one year with DLP after successful completion. The general scope of the work comprises of construction of Intake structure /well, stilling/receiving chamber, pre-sedimentation Tank, Alum dosing tank, flash mixing unit, Floculator, Clari Floculator, rapid sand gravity filtration bedshaving constant rate of discharge and disinfection chamber for dosing of disinfectants etc. collection of waste water & back wash spent water of all units in a common sump and its further disposal in the drain including construction of treated water reservoir/sump tank of capacity 10,000 gallons. (Rates to be quoted by the contractor for bearing capacity range from 12 M.T and above and approved from Chief Engineer Design, Inspection & Quality Control (DIQC) Department Jammu /IIT NIT at his own cost and nothing extra shall be paid to him for the same (Using M-30 design mix concrete for water retaining structures). (Location of filtration Plant:- 1. At Nagrota, 2. At source Upper Kathar) |
| 15 | DemolishingR.C.C.workmanually/bymechanicalmeansincluding stacking of steel bars and disposal of unserviceable material within 50meters lead as per direction of Engineer-in-charge. |
| 16 | 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 (i/c equivalent design mix) |
| 17 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in- charge: 1:4:8 or leaner mix (i/c equivalent design mix) |
| 18 | Demolishingbrickworkmanually/bymechanicalmeansincluding stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar |
| 19 | Earth work in excavation by manual means over area (exceeding 30cm and upto 1.5m in depth, 1.50mtr in width as well as 10sqm on plan) including disposal of excavated earth upto 1.0 mtr for cutting edge, disposed earth to be levelled and neatly dressed including clearance of site for the execution of work. (all kind of soil ) |
| 20 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2on plan) including disposal of excavated earth lead upto 50 Engineer-in-Charge including clearance of site for the execution of work. All kinds of soil : |
| 21 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2on plan) including disposal of excavated earth lead upto 50 Engineer-in-Charge. All kinds of soil : 70% and 30% soft rockNote:- Extra rates for quantaties of earth works executed in or under water and/or liquid mud, including pumping out water as required.(The extra percentage rate is applicable in respect of each item but limited to quantaties of work executed in these difficult conditions . The unit namely ,meter depth to be considered for payment shall be the depth measured from the sub soil water level uptothe center of gravity of the quantity executed in difficultconditions. The depth shall be reckoned correct to 0.1 meter, 0.05 meteror more shallbe taken as 0.1meter and less than 0.05 meter ignored.(20% of the rate of the item) |
| 22 | Extra for additional lift of 1.5m or part thereof in all kind of soils 70% and soft rock 30% |
| 23 | 1st Lift |
| 24 | 2nd Lift |
| 25 | 3rd Lift |
| 26 | 4th Lift |
| 27 | 5th Lift |
| 28 | 6th Lift |
| 29 | Earth work in excavation by manual means in trenches for foundation drains, pipes cables etc not exceeding 1.5m in depth, 1.50mtr in width and for shaft, Wells, cesspits and the like not exceeding10sqm on plan, including dressing of site and ramming of bottom lift upto 1.5mtr including getting out excavated earth and disposalof surplus excavated earth as directed including clearance of site for the execution of work All kind of Soil |
| 30 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m inwidthaswellas10sqmonplanincludingdisposalofexcavatedearth, lead upto 50 meter and lift upto 1.5m, as directed by Engineer-in-Charge.including clearance of site for the execution of work including clearance of site for the execution of work All kinds of soil : |
| 31 | Hand packing stones in wire crates excl. cost of stones and wire crates |
| 32 | Supply of Knitted machine woven G.I. wire crates of size 6 m x1.5 m x 1.5 m with 12 gauge wire thickness |
| 33 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all work upto plinth level 1:4:8 (1 cement:4 coarse sand: 8 graded stone aggregate 40mm nominal size) |
| 34 | Providing and fixing M.S. Manhole cover rectangular with frame 0.60 mtr x 0.60 mtr. Fabricated out of 25x25x6mm thick angle iron with MS Sheet 1.25mm thick with locking arrangement. The cover is tobe grouted in cement concrete 1:2:4 complete as directed by Engineer-in-charge. |
| 35 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 36 | Providing and laying in postion machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and excluding the cost of centering and shuttering, finishing and reinforcement including ad mixture in recomended proportions as per IS:9103 to accerlate, retatrd setting of concrete, improve workability without impring strength and durability as per directions of Engineer-in charge. Note:cement in this item is @ 330kg/cum. excess or less cement used as per design mix is content considered payable or recoverable seperately. |
| 37 | Providing and laying in postion machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and excluding the cost of centering and shuttering, finishing and reinforcement including ad mixture in recomended proportions as per IS:9103 to accerlate, retatrd setting of concrete, improve workability without impring strength and durability as per directions of Engineer-in charge. Note:cement in this item is @ 340kg/cum. excess or less cement used as per design mix is content considered payable or recoverable seperately. |
| 38 | Reinforced cement concrete work in beams, suspended floor, roofs having slope upto 15 degree landing, balconies, shelves, chajjas, lintel bends plain, window sils, stari cases and sprial statr cases upto floor five level exclding the cost of centering , shuttering, finishing and reinforcement with 1:1:5:3 (1 cement:1.5 coarse sand: 3 graded stone aggregate 20mm nominaol size |
| 39 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 40 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts andstruts upto floor five level including curing but excluding cost of centering shuttering,finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 41 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 42 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 43 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 44 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-mechanically treated bars of grade FE-500 or more. |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.Note:- Extra for shuttering in circular work shall be paid @20% of the rate quoted by the contractorfor the respective item. |
| 46 | Centering and shuttering including strutting, proping etc and removal of form for walls (any thickness) including attached pilasters, buttresses, plinth and string course etc.Note:- Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item. |
| 47 | Centering and shuttering including strutting, proping etc and removal of form for:- Lintel, beams, plinth beams, girders, bressumers and cantilevers.Note:- Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item. |
| 48 | Centering and shuttering including strutting, proping etc and removal of form for: Arch, Dome, valuts upto 6.00 mm span |
| 49 | Extra for arches, domes, vaults exceeding 6 m span |
| 50 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms.Note:- Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item. |
| 51 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and walls Under 20 cm wideNote:- Extra for shuttering in circular work shall be paid @ 20% of the rate quoted by the contractor for the respective item. |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form for: Weather shades, chajjas, corbels etc. including edges. |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts. |
| 54 | Cement concrete flooring 1:2:4 (1 cement:2 coarse sand 4 grdeed stone aggegate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of noising of steps etc complete (crushed) 50mm thick with 20mm nominal size stone aggregate |
| 55 | 12mm cement plaster of mix 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement internal wall |
| 56 | Extra for plaster in circular works not exceeding 6 mtr in radius: in one coat. |
| 57 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.(1 kg of water proofing material in 50 kg of cement) |
| 58 | Providing and incorporating (during concreting) G.P. Sheet stripwater seal 1.25 mm (nominal thickness) at construction joints including jointing of ends so as to form a continuos barrier, stripe area (excluding laps) to be measured (width upto 20cm). |
| 59 | Fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia. (medium) nominal bore for washout/ delivery main / welded with M.S. Plate 1.25 mm thick 150x150 mm size etc. complete excluding cost of pipe. |
| 60 | Providing and fixing UPVC plain bends with access door of size 100 mm dia complete with gasket and clamps. |
| 61 | Steel work welded in built up sections/framed work inculding cutting, hoisting, fixing in postion and applying a priming coat of approved steel primer all complete welded. |
| 62 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 63 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 64 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 65 | Dumping stone excluding cost of stones,in Horizontal on level |
| 66 | Supply of Stones of size 225mm and above |
| 67 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete |
| 68 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 69 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 70 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 71 | Extra Half brick masanory super structure above plinth level upto floor V level |
| 72 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angles 40x40x6mm for diagonal braces. |
| 73 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 74 | 15mm Cement plaster on the rough side of single or half brick wall of mix 1: 4 ( 1 cement : 4 coarse sand) |
| 75 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement :3 fine sand) |
| 76 | 10 cm thick mud phaska of dempered brick earth roof laid to slope consoliated and plasterted with 25 mm thick mud mortar mixed with busha at 35 Kg per cum of earth and gobri leaping with Mix 1:1 (1 clay:1 cow dung) and covered with flat tiled brick of class designation 100 grouted with cement mortar 1:3 (1 cement, 3 fine sand ) mixed with 2% of integral water proofing compound weight of cement and finshing neat using FPS tiles. |
| 77 | Cement concrete flooring 1:2:4 ( 1 cement 2 curhsed sand 4 graded stone aggregate) finished with a floating coat of neat cement including slurry, but excluding the cost of noising of slep etc. complete 40mm thcik 20mm nominal size stone aggregate crushed. |
| 78 | Providing and fixing strips in joints of terrazzo/ cement concrete floors. Glass strips 40 mm wide and 4 mm thick |
| 79 | Providing and fixing on walls for unplasticized rigid PVC rain water pipes including jointing with seal ring 80mm dia and necessary clampsas required at site. |
| 80 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75 mm deep chase. |
| 81 | Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like:Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 82 | Random Rubblemasonry withhardstonein foundation andplinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 83 | Pointing on stone work with cement mortar 1 : 3 (1 cement : 3 fine sand) Flush/Ruled Pointing |
| 84 | Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 85 | White washing with lime to give an even shade on New Work (three or more coats) |
| 86 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including water thinnable priming coat to give an even shade. |
| 87 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 88 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work. |
| 89 | Providing and Fixing ofISMB 200 at top of tube well building for holding chain block |
| 90 | Laying & fitting of New Pipelines of Galvanised Iron pipe including labour for jointing & fitting of GI specials including Tees, Elbows, bends, additional sockets, unions, reducer sockets etc, testing, disinfection and commissioning, complete as per the directions of the engineer in charge. |
| 91 | GI pipe 150mm dia (medium) nominal bore |
| 92 | GI pipe 100mm dia nominal bore |
| 93 | GI pipe 80mm dia nominal bore |
| 94 | GI pipe 65mm dia nominal bore |
| 95 | GI pipe 50mm dia nominal bore |
| 96 | GI pipe 40mm dia nominal bore |
| 97 | GI pipe 32mm dia nominal bore |
| 98 | GI pipe 25mm dia nominal bore |
| 99 | GI pipe 20mm dia nominal bore |
| 100 | GI pipe 15mm dia nominal bore |
| 101 | Arc welding at site of work including mobilization of welding set and necessary arranagement of power including cost of welding rods such as manifolds,bends and the like complete as directed by Engineer-in-charge. |
| 102 | Laying, fitting, of New Pipelines in centrifugally cast (spun) Ductile Iron pipe of Class designation K - 9, conforming to IS : 8329 includinglabour for mechanical joints and cost of jointing material (bolts, nuts, gaskets, washers, rubber insertion etc),including providing and installing DI specials of class K-12 suitable for push-on jointing as per IS : 9523 (with external bitumen coating andinternal cement mortar lining).such as bends of any angle, flanged and socketed tees, gap pieces with machined socketed and spigot ends, double flange tapers, flanged gap pieces, tail pieces (one side flanged & other socketed), blind ends with flange etc. with jointing materials completetesting, disinfection and commissioning, complete as per the direction of the Engineer in charge. |
| 103 | D.I Pipe 300 mm dia |
| 104 | D.I Pipe 250 mm dia |
| 105 | D.I Pipe 200 mm dia |
| 106 | D.I Pipe 150 mm dia |
| 107 | Jointing by way of push on joints to Centrifugally(spun) Cast iron Pipes or Ductile Iron pipes includingtesting of joints. |
| 108 | 300 mm dia pipes |
| 109 | 250 mm dia pipes |
| 110 | 200 mm dia Pipes |
| 111 | 150 mm dia pipes |
| 112 | Laying and fixing CI Double Flanged manually operated Sluice Valve (with cap wheels) as per specifications (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertions etc.) complete including testing. 1.6 MPa(16 kg/cm2) |
| 113 | 300 mm dia class II |
| 114 | 250 mm dia class II |
| 115 | 150 mm dia class II |
| 116 | 200 mm dia class II |
| 117 | Installation of Functional House Tap Connection; the work shall consist of laying of requisite pipes, brass,furrule, including boring and taping the main G.I. pipe line besides providing andfitting of brass bib cock shall be as per IS: specifications with approval of Engineer-in-charge. |
| 118 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee/ union, including cutting and threading the pipe etc. complete25mm to 40mm nominal bore |
| 119 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee/ union, including cutting and threading the pipe etc. complete50mm to 80mm nominal bore |
| 120 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) as per BIS specifications |
| 121 | 20 mm nominal bore |
| 122 | 25 mm nominal bore |
| 123 | 40 mm nominal bore |
| 124 | 50 mm nominal bore |
| 125 | 65 mm nominal bore |
| 126 | 80 mm nominal bore |
| 127 | Providing and fixing gun metal non-return valve of approved quality (screwed end) as per BIS specifications |
| 128 | 80 mm nominal bore |
| 129 | 100 mm nominal bore |
| 130 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 100mm dia Class 1 as per BIS specifications |
| 131 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 125mm dia Class 1 as per BIS specifications |
| 132 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). 150 mm dia. Class I as per BIS specifications |
| 133 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately). as per BIS specifications.100 mm dia |
| 134 | 80mm dia |
| 135 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead. |
| 136 | Dismantling of bituminous premixed road surfaces incl. demolishing of WBM (in layers) and sub-base, stacking of serviceable material, for earth work in excavation for pipe laying and restoration of damages portion of road to match the existing specification of the road after pipe laying and back filling (to be paid seperately) |
| 137 | Providing and Laying cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. |
| 138 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. |
| 139 | Dismantling tile work in floors laid in cement mortar including stacking material within 50 meters lead. For thickness of tiles above 25 mm and upto 40 mm. |
| 140 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes,manually/by mechanicalmeans including stacking (for reuse over item No. 71 of this BOQ) of pipeswithin 50 meters lead as per direction of Engineer-in-charge : 15 mm to 40 mm nominal bore. |
| 141 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes,manually/by mechanicalmeans including stacking (for reuse over item No. 90 of this BOQ) of pipes within 50 meters lead as per direction of Engineer-in-charge : Above 40 mm nominal bore. |
| 142 | Providing and fixing of sanitary fitting work both G.I. / PVC fitting in the toilet incl. cost of material and labour complete (as per the direction of Engineer-in-charge) |
| 143 | Construction, testing and commissioning of septic tank size 2.5m x 2.5m x 2.5m internal size & soakage pit for 50 users as per the standard drawings and specifications. The work includes earthwork in excavation, laying of levelling coarse in cement concrete 1:4:8 before laying of 75mm thick cement concrete bed in1:2:4, full brick thick brick work in walls in cement mortor 1:6, baffle wall in one brick thick in cement mortor 1:4, 12mm cement plaster of mix 1:3 (1 cement:3 coarse sand) finished with a floating coat of neat cement internal walls, RCC slab 150mm thick in Cement concrete 1:1.5:3 including reinforcement and centering shuttering including propping/strutting etc complete to be approved by Engineer in charge, two manholes for each campartment with precast frame to be embedded in the slab and cover 75mm thick Complete job (as per the direction of Engineer-in-charge) |
| 144 | Internal concealed Electrification includingunder ground conduit pipes, wiring, steel boxes and switches for 4 No light points(internal) with holder and LED bulbs and external 4 Nos with LED security lights with required M.S. bracket for mounting (external grade) including Service line upto 10 m complete as directed by Engineer-in- charge. |
| 145 | Carriage of Sand from source (to be identified Engineer-in-charge) to site of work an average distance of 50 km by mechanical transport and 500 mtr. by manual means includingloading, unloading and stackingcomplete |
| 146 | Carriage of Stone Aggregate (Bajri)from source (to be identified Engineer-in-charge) to site of work an average distance of 50 km by mechanical transportand 500 mtr. by manual means includingloading, unloading and stackingcomplete |
| 147 | a) Below 40mm nominal size |
| 148 | b) Above 40mm nominal size |
| 149 | Carriage of Cement & Steel from source (to be identified Engineer-in-charge) to site of work for an average distance of 50 km by mechanical transportand 500 mtr. by manual means includingloading, unloading and stackingcomplete |
| 150 | a) Cement |
| 151 | b) Steel |
| 152 | Carriage of solingstone / boulders 225 mm and abovefor an avg. distance of 15 km by mechanical transportand 500 mtr. by manual means from source (to be identified Engineer-in-charge) to site of work including loading, unloading and stacking complete. |
| 153 | Carriage of Bricks from nearest brick kiln to site of work for an average distance of 50 km by mechanical transport and 500 mtr. by manual means including loading, unloading and stacking complete. |
| 154 | a) Bricks |
| 155 | b) Brick Tiles |
| 156 | Carriage of Knitted G.I. wire crates from source (to be identified Engineer-in-charge) to site of work for an average distance of 50 km by mechanical transport . and 500 mtr. by manual means includingloading, unloading and stackingcomplete |
| 157 | Carriage of G.I. pipes from procurement store to site of work for an average distance of 50 km by mechanical transportand 500 mtr. by manual means includingloading, unloading and stackingcomplete |
| 158 | Carriage of Sand from source (to be identified Engineer-in-charge) to site of work an average distance of 50 km by mechanical transportand 1000 mtr. by manual means includingloading, unloading and stackingcomplete |
| 159 | Carriage of Stone Aggregate (Bajri)from source (to be identified Engineer-in-charge) to site of work an average distance of 50 km by mechanical transportand 1000 mtr. by manual means includingloading, unloading and stackingcomplete |
| 160 | a) Below 40mm nominal size |
| 161 | b) Above 40mm nominal size |
| 162 | Carriage of soling stone / boulders 225 mm and abovefor an avg. distance of 15 km by mechanical transport and 1000 mtr. by manual means from source (to be identified Engineer-in-charge) to site of work including loading, unloading and stacking complete. |
| 163 | Carriage of Bricks from nearest brick kiln to site of work for an average distance of 50 km by mechanical transport and 1000 mtr. by manual means including loading, unloading and stacking complete. |
| 164 | a) Bricks |
| 165 | b) Brick Tiles |
| 166 | Carriage of G.I. pipes from procurement store to site of work for an average distance of 50 km by mechanical transport and 1000 mtr. by manual means includingloading, unloading and stackingcomplete |
| 167 | Carriage of Sand from source (to be identified Engineer-in-charge) to site of work an average distance of 35 km by mechanical transport and 1000 mtr. by manual means includingloading, unloading and stackingcomplete |
| 168 | Carriage of Stone Aggregate (Bajri)from source (to be identified Engineer-in-charge) to site of work an average distance of 35 km by mechanical transport and 1000 mtr. by manual means includingloading, unloading and stackingcomplete |
| 169 | a) Below 40mm nominal size |
| 170 | b) Above 40mm nominal size |
| 171 | Carriage of soling stone / boulders 225 mm and abovefor an avg. distance of 15 km by mechanical transport and 1000 mtr. by manual means from source (to be identified Engineer-in-charge) to site of work including loading, unloading and stacking complete. |
| 172 | Carriage of Knitted G.I. wire crates from source (to be identified Engineer-in-charge) to site of work for an average distance of 35 km by mechanical transport and 1000 mtr. by manual means includingloading, unloading and stackingcomplete |
| 173 | Carriage of G.I. pipes from procurement store to site of work for an average distance of 35 km by mechanical transport and 1000 mtr. by manual means includingloading, unloading and stackingcomplete |
| 174 | Carriage of Sand from source (to be identified Engineer-in-charge) to site of work an average distance of 35 km by mechanical transport and 500 mtr. by manual means includingloading, unloading and stackingcomplete |
| 175 | Carriage of Stone Aggregate (Bajri)from source (to be identified Engineer-in-charge) to site of work an average distance of 35 km by mechanical transport and 500 mtr. by manual means includingloading, unloading and stackingcomplete |
| 176 | a) Below 40mm nominal size |
| 177 | b) Above 40mm nominal size |
| 178 | Carriage of Cement & Steel from source (to be identified Engineer-in-charge) to site of work an average distance of 35 km by mechanical transport and 500 mtr. by manual means includingloading, unloading and stackingcomplete |
| 179 | a) Cement |
| 180 | b) Steel |
| 181 | Carriage of soling stone / boulders 225 mm and abovefor an avg. distance of 15 km by mechanical transport and 500 mtr. by manual means from source (to be identified Engineer-in-charge) to site of work including loading, unloading and stacking complete. |
| 182 | Carriage of Bricks from nearest brick kiln to site of work for an average distance of 35 km by mechanical transport and 500 mtr. by manual means including loading, unloading and stacking complete. |
| 183 | a) Bricks |
| 184 | b) Brick Tiles |
| 185 | Carriage of G.I. pipes from procurement store to site of work for an average distance of 35 km by mechanical transport and 500 mtr. by manual means includingloading, unloading and stackingcomplete |
| 186 | Carriage of G.I. pipes from procurement store to site of work for an average distance of 10 km by mechanical transport and 500 mtr. by manual means includingloading, unloading and stackingcomplete |
| 187 | Carriage ofD I pipes from procurement storeto site of work including cost for loading and unloading for an av. distance of 10 km by Mechanical Transport and 500 mtr by manual means includingloading, unloading and stackingcomplete. |
| 188 | 150 Mtr. Deep tube well |
| 189 | Deep drilling, Design of liner assembly, Shrouding of gravel, Development, Stablization, testing and commissioning of 530mm diameter Tube well, complete, by any suitable method Direct roatary/reverse rotary/Dual rotary method required at site with safe discharge of 4500GPH at location:- 1. Mawa Karora, 2. Karangi, 3. Shama Chak, 4. Rakh Burn, 5. Amb, 6. Kalakam, 7. Lower Amb, , 8. Old Gharota, , 9. Gura Singu, , 10. Malpur Chandian, 11. Rajpura, ..................................... ( Total 11 units) ( in all type of strata to suite requirement and conditions for average depth of 150mtr. (Rate to be quoted as per the below mentioned items).(Note: Any other item to be executed as per site and job requirement, including but not limited to clearing of site by way of bush cutting, making approach road, shfifting of machinery and allied material, preparation of site, proper levelling for installlation of machinery etc, shall be deemed to be included in the below quoted rates) |
| 190 | Drilling of gravel packed bore hole of 530mm diameter by way of reverse/direct roatary/Dual rotary whichever is suitable at site exculding cost of blind and slotted pipes for an average depth of 150mts or till attaining adequate water bearing strata.a) From G.L. to 150 meters BGL. |
| 191 | Providing and lowering of 300mm dia, 08mm thickness, liner assembly, as per IS code 4270 after welding of each joint upto the desired length and design approved by the competent authority.Note:- In case of increase or decrease in the BGL depth from the 150 mtrs (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL. |
| 192 | Provding of PEA shaped gravel as per IS- 4097 of 1967 with latest amendments for gravel packing of tube well and shrouding after drilling, development and stablization of Tube well. |
| 193 | Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities at various strata for all Depths. |
| 194 | Stablization and yield testing of Tube well using V.T/subersible pump set (as per IS code-part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments) to achieve the designed quality of portable drinking water from the tube well, for all depths. |
| 195 | Fabrication, providing/fitting of steel supporting structure for clamping of tube well housing using 2 no. parallel ISMB 250mm of 5 meter length and M S angle 40 x 40 x 6mm and M S plate 10mm and 1.00 x 1.00 x 1.00 m each at both ends |
| 196 | Cost of slotting 30 mm dia. Including loading/unloading and transportation charges (to be charged as per actual) |
| 197 | 200 mtr. Deep tube well |
| 198 | Deep drilling, Design of liner assembly, Shrouding of gravel, Development, Stablization, testing and commissioning of 530mm diameter Tube well, complete, by any suitable method Direct roatary/reverse rotary/Dual rotary method required at site with safe discharge of 4500GPH at location:- 1. Domana, 2. Canal Left Bank Domana, 3. Canal Right Bank Domana, 4. Gura Manda, 5. Palwan Thathi, 6. Bhalwal Perth, 7. Bhalwal Mullu, , 8. Rajpura Pindi, 9. Gigrial, 10. Chack Malal, 11. Kot Maira Bhagwana Chack, 12. Mattoo, 13. Degree College Khour, 14. Pallanwala Lower .................................(Total 14 units) in all type of strata to suite requirement and conditions for average depth of 200mtr. (Rate to be quoted as per the below mentioned items).(Note: Any other item to be executed as per site and job requirement, including but not limited to clearing of site by way of bush cutting, making approach road, shfifting of machinery and allied material, preparation of site, proper levelling for installlation of machinery etc, shall be deemed to be included in the below quoted rates) |
| 199 | Drilling of gravel packed bore hole of 530mm diameter by way of reverse/direct roatary/Dual rotary whichever is suitable at site exculding cost of blind and slotted pipes for an average depth of 200mts or till attaining adequate water bearing strata.a) From G.L. to 150 meters BGL. |
| 200 | b) From 150m BGL to 200 mtr. depth BGL Note:- In case of increase or decrease in the BGL depth from the 150 mtrs (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection agency engagedby the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL. |
| 201 | Providing and lowering of 300mm dia, 08mm thickness, liner assembly, as per IS code 4270 after welding of each joint upto the desired length and design approved by the competent authority.Note:- In case of increase or decrease in the BGL depth from the 150 mtrs (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL. |
| 202 | Provding of PEA shaped gravel as per IS- 4097 of 1967 with latest amendments for gravel packing of tube well and shrouding after drilling, development and stablization of Tube well. |
| 203 | Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities at various strata for all Depths. |
| 204 | Stablization and yield testing of Tube well using V.T/subersible pump set (as per IS code-part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments) to achieve the designed quality of portable drinking water from the tube well, for all depths. |
| 205 | Fabrication, providing/fitting of steel supporting structure for clamping of tube well housing using 2 no. parallel ISMB 250mm of 5 meter length and M S angle 40 x 40 x 6mm and M S plate 10mm and 1.00 x 1.00 x 1.00 m each at both ends |
| 206 | Cost of slotting 30 mm dia. Including loading/unloading and transportation charges (to be charged as per actual) |
| 207 | 250 mtr. Deep tube well |
| 208 | Deep drilling, Design of liner assembly, Shrouding of gravel, Development, Stablization, testing and commissioning of 530mm diameter Tube well, complete, by any suitable method Direct roatary/reverse rotary/Dual rotary method required at site with safe discharge of 4500GPH at location:- 1. Sang Talab, 2. Near Health Club Chogan Mohalla Ratnu Chak, 3. Pangal Nallah N/H/o Mishru Ram, 4. Padoon Nallah N/H/o Paras Ram, 5. Masjid Kasana Talab Kasana, 6. Near Puppy House Kasana, 7. Near Pumping station Kana Chargal, 8. At Kana near SC Mohalla Kana Chargal, 9. Near Marry Kana Chargal, 10. Near Poonch Colony Bain Bajalta, 11. Chak Largan, 12. Crusher Mohalla, 13. Upper Bajalta, 14. Sarpanch Mohalla Pargalta, 15. CPS Pargalta, 16. Near Tawi River at Sangar, 17. Sagoon-I, 18. Sagoon-II, 19. Panjoa-I, 20. Panjoa-II, 21. Near Shamshan Ghat Upper Kathar, 22. Chak Jaralan, 23. Maggowali, 24. Old Tube Well station Chakroi, 25. Near Existing OHT Chakroi, 26. Baspur Banglow-I, 27. Baspur-II, 28. Mamka , 29. Khour, 30. Kotli Shah Doula, 31. Langotian, 32. Nihalpur Simble Upper, 33. Canal Side Bagga Zana, 34. Miran Sahib, 35. Simble Tekri, 36. Manda, 37. Daskal, 38. Fruit Mandi Narwal, 39. SOS Home Narwal, 40. Bathindi (Total 40 units) in all type of strata to suite requirement and conditions for average depth of 250mtr. (Rate to be quoted as per the below mentioned items).(Note: Any other item to be executed as per site and job requirement, including but not limited to clearing of site by way of bush cutting, making approach road, shfifting of machinery and allied material, preparation of site, proper levelling for installlation of machinery etc, shall be deemed to be included in the below quoted rates) |
| 209 | Drilling of gravel packed bore hole of 530mm diameter by way of reverse/direct roatary/Dual rotary whichever is suitable at site exculding cost of blind and slotted pipes for an average depth of 200mts or till attaining adequate water bearing strata.a) From G.L. to 150 meters BGL. |
| 210 | b) From 150m BGL to 250 mtr. depth BGL Note:- In case of increase or decrease in the BGL depth from the 150 mtrs (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection agency engagedby the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL. |
| 211 | Providing and lowering of 300mm dia, 08mm thickness, liner assembly, as per IS code 4270 after welding of each joint upto the desired length and design approved by the competent authority.Note:- In case of increase or decrease in the BGL depth from the 150 mtrs (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL. |
| 212 | Provding of PEA shaped gravel as per IS- 4097 of 1967 with latest amendments for gravel packing of tube well and shrouding after drilling, development and stablization of Tube well. |
| 213 | Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities at various strata for all Depths. |
| 214 | Stablization and yield testing of Tube well using V.T/subersible pump set (as per IS code-part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments) to achieve the designed quality of portable drinking water from the tube well, for all depths. |
| 215 | Fabrication, providing/fitting of steel supporting structure for clamping of tube well housing using 2 no. parallel ISMB 250mm of 5 meter length and M S angle 40 x 40 x 6mm and M S plate 10mm and 1.00 x 1.00 x 1.00 m each at both ends |
| 216 | Cost of slotting 30 mm dia. Including loading/unloading and transportation charges (to be charged as per actual) |
| 217 | 300 mtr. Deep tube well |
| 218 | Deep drilling, Design of liner assembly, Shrouding of gravel, Development, Stablization, testing and commissioning of 530mm diameter Tube well, complete, by any suitable method Direct roatary/reverse rotary/Dual rotary method required at site with safe discharge of 4500GPH at location:- 1. Lower Chatta, 2. Near Gammu House Chatta, 3. Kot Garhi, 4. Pehri (Total 4 units) in all type of strata to suite requirement and conditions for average depth of 300mtr. (Rate to be quoted as per the below mentioned items).(Note: Any other item to be executed as per site and job requirement, including but not limited to clearing of site by way of bush cutting, making approach road, shfifting of machinery and allied material, preparation of site, proper levelling for installlation of machinery etc, shall be deemed to be included in the below quoted rates) |
| 219 | Drilling of gravel packed bore hole of 530mm diameter by way of reverse/direct roatary/Dual rotary whichever is suitable at site exculding cost of blind and slotted pipes for an average depth of 200mts or till attaining adequate water bearing strata.a) From G.L. to 150 meters BGL. |
| 220 | b) From 150m BGL to 300 mtr. depth BGL Note:- In case of increase or decrease in the BGL depth from the 150 mtrs (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection agency engagedby the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL. |
| 221 | Providing and lowering of 300mm dia, 08mm thickness, liner assembly, as per IS code 4270 after welding of each joint upto the desired length and design approved by the competent authority.Note:- In case of increase or decrease in the BGL depth from the 150 mtrs (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL. |
| 222 | Provding of PEA shaped gravel as per IS- 4097 of 1967 with latest amendments for gravel packing of tube well and shrouding after drilling, development and stablization of Tube well. |
| 223 | Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities at various strata for all Depths. |
| 224 | Stablization and yield testing of Tube well using V.T/subersible pump set (as per IS code-part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments) to achieve the designed quality of portable drinking water from the tube well, for all depths. |
| 225 | Fabrication, providing/fitting of steel supporting structure for clamping of tube well housing using 2 no. parallel ISMB 250mm of 5 meter length and M S angle 40 x 40 x 6mm and M S plate 10mm and 1.00 x 1.00 x 1.00 m each at both ends |
| 226 | Cost of slotting 30 mm dia. Including loading/unloading and transportation charges (to be charged as per actual) |
| 227 | 350 mtr. Deep tube well |
| 228 | Deep drilling, Design of liner assembly, Shrouding of gravel, Development, Stablization, testing and commissioning of 530mm diameter Tube well, complete, by any suitable method Direct roatary/reverse rotary/Dual rotary method required at site with safe discharge of 4500GPH at location:- 1. Noorabad Colony Chowadi (Total 1 unit) in all type of strata to suite requirement and conditions for average depth of 350mtr. (Rate to be quoted as per the below mentioned items).(Note: Any other item to be executed as per site and job requirement, including but not limited to clearing of site by way of bush cutting, making approach road, shfifting of machinery and allied material, preparation of site, proper levelling for installlation of machinery etc, shall be deemed to be included in the below quoted rates) |
| 229 | Drilling of gravel packed bore hole of 530mm diameter by way of reverse/direct roatary/Dual rotary whichever is suitable at site exculding cost of blind and slotted pipes for an average depth of 200mts or till attaining adequate water bearing strata.a) From G.L. to 150 meters BGL. |
| 230 | b) From 150m BGL to 350 mtr. depth BGL Note:- In case of increase or decrease in the BGL depth from the 150 mtrs (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection agency engagedby the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL. |
| 231 | Providing and lowering of 300mm dia, 08mm thickness, liner assembly, as per IS code 4270 after welding of each joint upto the desired length and design approved by the competent authority.Note:- In case of increase or decrease in the BGL depth from the 150 mtrs (Average depth as per S.No. 1 above to be written), as per site requirement, to be certified by competent authority/ Third Party Inspection Agency by the department, the payment shall be made with corresponding additon or deduction, as per the alloted rates for such depth, BGL. |
| 232 | Provding of PEA shaped gravel as per IS- 4097 of 1967 with latest amendments for gravel packing of tube well and shrouding after drilling, development and stablization of Tube well. |
| 233 | Development of bore hole by air compressor of adequate capacity to give clear potable water free of sand and impurities at various strata for all Depths. |
| 234 | Stablization and yield testing of Tube well using V.T/subersible pump set (as per IS code-part-I 2800 of 1991 & IS-2800 part-II of 1979 reaffirmed with upto date amendments) to achieve the designed quality of portable drinking water from the tube well, for all depths. |
| 235 | Fabrication, providing/fitting of steel supporting structure for clamping of tube well housing using 2 no. parallel ISMB 250mm of 5 meter length and M S angle 40 x 40 x 6mm and M S plate 10mm and 1.00 x 1.00 x 1.00 m each at both ends |
| 236 | Cost of slotting 30 mm dia. Including loading/unloading and transportation charges (to be charged as per actual) |
| 237 | Mechanical Works |
| 238 | Providing, fitting, installation, testing and commissioning of Submersible Pump set of various specifications ISI marked reputed make as per IS 8034 and as per scope of work mentioned in scope of work in SBD of reputed make, P/F of M.S.Nipple, interlocking arrangement, MS Clamp set, jointingmaterial, lowering & allied works etc. |
| 239 | 1000 GPH X 80 Mtrs head |
| 240 | 1930 GPH X 120 Mtrs head |
| 241 | 2000 GPH X 120 Mtrs head |
| 242 | 4000 GPH X 60 Mtrs head |
| 243 | 4000 GPH X 200 Mtrs head |
| 244 | 5000 GPH X 40 Mtrs head |
| 245 | 5000 GPH X 60 Mtrs head |
| 246 | 5000 GPH X 70 Mtrs head |
| 247 | 5000 GPH X 76 Mtrs head |
| 248 | 5000 GPH X 80 Mtrs head |
| 249 | 5000 GPH X 91 Mtrs head |
| 250 | 5000 GPH X 100 Mtrs head |
| 251 | 5000 GPH X 120 Mtrs head |
| 252 | 5000 GPH X 130 Mtrs head |
| 253 | 5000 GPH X 150 Mtrs head |
| 254 | 5000 GPH X 300 Mtrs head |
| 255 | 6000 GPH X 60 Mtrs head |
| 256 | 6000 GPH X 80 Mtrs head |
| 257 | 6000 GPH X 100 Mtrs head |
| 258 | 6000 GPH X 130 Mtrs head |
| 259 | 6000 GPH X 150 Mtrs head |
| 260 | 6000 GPH X 250 Mtrs head |
| 261 | 7000 GPH X 76 Mtrs head |
| 262 | 7000 GPH X 100 Mtrs head |
| 263 | 7000 GPH X 150 Mtrs head |
| 264 | 8000 GPH X 60 Mtrs head |
| 265 | 8000 GPH X 76 Mtrs head |
| 266 | 8000 GPH X 80 Mtrs head |
| 267 | 8000 GPH X 100 Mtrs head |
| 268 | 8000 GPH X 150 Mtrs head |
| 269 | 10000 GPH X 40 Mtrs head |
| 270 | 10000 GPH X 60 Mtrs head |
| 271 | 10000 GPH X 70 Mtrs head |
| 272 | 10000 GPH X 76 Mtrs head |
| 273 | 10000 GPH X 80 Mtrs head |
| 274 | 10000 GPH X 100 Mtrs head |
| 275 | 10000 GPH X 150 Mtrs head |
| 276 | 10000 GPH X 120 Mtrs head |
| 277 | 15000 GPH X 100 Mtrs head |
| 278 | 15000 GPH X 160 Mtrs head |
| 279 | 15000 GPH X 170 Mtrs head |
| 280 | 20000 GPH X 100 Mtrs head |
| 281 | Providing,fitting,installation,testing and commissioning ofH C Pump set unit of varous specifications as per IS 1520 and as per scope of work mentioned in SBD of reputed make ISI marked, laying of RCC foundation Block, fabrication of suction and delivery pipe lines, manifolds, valves, flanges. |
| 282 | 1500 GPH x 90 mtrs head |
| 283 | 4000 GPH x 60 mtrs head |
| 284 | 4000 GPH x 160 mtrs head |
| 285 | 4000 GPH x 200 mtrs head |
| 286 | 4000 GPH x 275 mtrs head |
| 287 | 4000 GPH x 300 mtrs head |
| 288 | 5000 GPH x 50 mtrs head |
| 289 | 5000 GPH x 60 mtrs head |
| 290 | 5000 GPH x 100 mtrs head |
| 291 | 5000 GPH x 110 mtrs head |
| 292 | 5000 GPH x 120 mtrs head |
| 293 | 5000 GPH x 130 mtrs head |
| 294 | 5000 GPH x 150 mtrs head |
| 295 | 5000 GPH x 175 mtrs head |
| 296 | 5000 GPH x 180 mtrs head |
| 297 | 5000 GPH x 200 mtrs head |
| 298 | 5000 GPH x 210 mtrs head |
| 299 | 5000 GPH x 215 mtrs head |
| 300 | 5000 GPH x 220 mtrs head |
| 301 | 5000 GPH x 230 mtrs head |
| 302 | 5000 GPH x 250 mtrs head |
| 303 | 5000 GPH x 280 mtrs head |
| 304 | 5000 GPH x 290 mtrs head |
| 305 | 5500 GPH x 150 mtrs head |
| 306 | 6000 GPH x 150 mtrs head |
| 307 | 6000 GPH x 230 mtrs head |
| 308 | 6000 GPH x 250 mtrs head |
| 309 | 7000 GPH x 110 mtrs head |
| 310 | 7000 GPH x 200 mtrs head |
| 311 | 7000 GPH x 250 mtrs head |
| 312 | 8000 GPH x 100 mtrs head |
| 313 | 8000 GPH x 102 mtrs head |
| 314 | 8000 GPH x 150 mtrs head |
| 315 | 8000 GPH x 175 mtrs head |
| 316 | 8000 GPH x 200 mtrs head |
| 317 | 8000 GPH x 250 mtrs head |
| 318 | 8000 GPH x 300 mtrs head |
| 319 | 10000 GPH x 50 mtrs head |
| 320 | 10000 GPH x 90 mtrs head |
| 321 | 10000 GPH x 110 mtrs head |
| 322 | 10000 GPH x 150 mtrs head |
| 323 | 10000 GPH x 200 mtrs head |
| 324 | 10000 GPH x 220 mtrs head |
| 325 | 10000 GPH x 230 mtrs head |
| 326 | 10000 GPH x 250 mtrs head |
| 327 | 15000 GPH x 45 mtrs head |
| 328 | 15000 GPH x 120 mtrs head |
| 329 | 15000 GPH x 150 mtrs head |
| 330 | 15000 GPH x 250 mtrs head |
| 331 | 30000 GPH x 250 mtrs head |
| 332 | Providing,fitting,installation,testing and commissioning of Non clog open wells submersible pump set(Mono Submersible) as per scope of work mentioned in SBD ISI mrked reputed make of following specifications: |
| 333 | 5000 GPH x 15 mtrs head |
| 334 | 5000 GPH x 16 mtrs head |
| 335 | 5000 GPH x 20 mtrs head |
| 336 | 7000 GPH x 20 mtrs head |
| 337 | 8000 GPH x 16 mtrs head |
| 338 | 8000 GPH x 40 mtrs head |
| 339 | 10000 GPH x 30 mtrs head |
| 340 | Providing,fitting,installation,testing and commissioning of manual Voltage Stabilizer including transformer oil filled as per Relevant IS, IEC Guide lines and as per scope of work mentioned in SBD of following capacity : |
| 341 | 63 KVA |
| 342 | 100 KVA |
| 343 | 150 KVA |
| 344 | 200 KVA |
| 345 | 250 KVA |
| 346 | 400 KVA |
| 347 | 500 KVA |
| 348 | Design, fabrication, installation, testing and commissioning of LT Control Panel (One incoming One Outgoing) with suitable star star delta contactors, MCCB, Protection devices for above pumping units (submersible & H.C.) as per scope of work mentioned in SBD. |
| 349 | For up to 30 HP |
| 350 | For up to 40 HP |
| 351 | For up to 80 HP |
| 352 | For up to 100 HP |
| 353 | Design, fabrication, installation, testing and commissioning of LT Control Panel (One incoming One Outgoing) with suitable star star delta contactors, MCCB, Protection devices for above pumping units (submersible & H.C.) as per scope of work mentioned in SBD. |
| 354 | Design, fabrication, installation, testing and commissioning of LT Control Panel (One incoming Two Outgoing) with suitable star star delta contactors, MCCB, Protection devices for above pumping units (submersible & H.C.) as per scope of work mentioned in SBD. |
| 355 | For up to 30 HP |
| 356 | For up to 80 HP |
| 357 | For up to 100 HP |
| 358 | Design, fabrication, installation, testing and commissioning of LT Control Panel (One incoming Two Outgoing) with suitable star star delta contactors, MCCB, Protection devices for above pumping units (submersible & H.C.) as per scope of work mentioned in SBD. |
| 359 | Design, fabrication, installation, testing and commissioning of LT Control Panel (One incoming Four Outgoing) with suitable star star delta contactors, MCCB, Protection devices for above pumping units (submersible & H.C.) as per scope of work mentioned in SBD. |
| 360 | For up to 150 HP |
| 361 | Providing and Installation of Oil immersed Star Deta Starter. |
| 362 | For up to 20 HP |
| 363 | For up to 30 HP |
| 364 | For up to 40 HP |
| 365 | For up to 50 HP |
| 366 | For up to 60 HP |
| 367 | For up to 80 HP |
| 368 | For up to 100 HP |
| 369 | For up to 150 HP |
| 370 | Providing, Installation and testing commissioning ofchain Block hoist with hook suspension as per scope of work mentioned in SBD (Manually operated) |
| 371 | 3 Ton |
| 372 | 5 Ton |
| 373 | Providing, Installation and testing commissioning ofWinch Machine. |
| 374 | 5 Ton |
| 375 | Providing and Fitting of New main switch. |
| 376 | 100 Amp. |
| 377 | 200 Amp. |
| 378 | 400 Amp. |
| 379 | 630 Amp. |
| 380 | Fabrication of gantry mechanism by way of providing Structural steel in built up sections, trusses and framed work of 5 Ton load bearing capacity, including cutting, hoisting,welding, fixing in position and applying a priming coat ofsteel primer, double coat painting of approved colour complete as per scope of work mentioned in SBD |
| 381 | Earthing of the electromechanical equipments: 01 no earth for neutral phase and 01 no earth for body earth of pumping machinerywhich includes digging of a pit in the earth which should not be less than 3m (10ft) from the ground level . A plate made up of copper with dimensions 60cm x 60cm x 3.18mm is buried vertical in the earth (earth pit) which should not be less than 3m (10ft) from the ground level and connecting al. strip of 32mm x 5mm along with nuts and bolts inside the pit with the earthing plate and extending the strip upto the machinery. Put about 30 cm layer of powdered charcoal and salt around the earth plate in alternate layers upto 06 feet . Providing and fitting of 25 mm dia GI pipe for putting water inside the pit to maintain moisture. The job also includes the construction ofchamber made of brick masosanary with CI cover 45 cm x 45 cm. The job includes the cost of material, labour, transport charges , testing and any other miscellaneous charges.(Note: The distance between the two earth should not be less than 06 mtrs). Complete job as per scope of work in SBD. |
| 382 | Providing, laying & fixing with adhesive/bonding material of insulation rubber mats on the floor of the pump house, covering area of electro-mechanical machinery for safeguarding the life & limb of the workmen as per IS 15652:2006 andas per scope of work mentioned in SBD |
| 383 | Fabrication, providing, fitting and lowering of B Class column pipe 50/65/80/100/125/150 mm dia conforming to IS: 1239 of length 10 Rft,including Providing and welding of flanges nuts & bolts & gasket conforming to IS: 6392, Table-17 and PN 16 as per scope of work mentioned in SBD (Quantity and specifications as per site requirement according to machinery capacity) (as per site condition) |
| 384 | Providing and Fitting of3.5-Core, XLPE rated voltage 11 KV AC,Armoured Aluminum Cable of sizes 95 mm/185 mm/300 mm dia conforming to IS: 7098 part 1st and as per scope of work mentioned in SBD as service line from the HT transformer to control panel / voltage stabilizer including necessary thimbling, crimping, taping etc. Complete as per scope of work in SBD. (Quantity and specifications as per site requirement according to machinery capacity) (as per site condition) |
| 385 | Providing and fitting of 3-Core flat/PVCsubmersible copper cable 6 mm/10 mm/16 mm/25 mm dia conforming to IS: 694 (Part 1st) – 1964 & IS: 694 (Part 2nd) - 1964 for Submersible Pumping Unit and other electrical Equipment as per scope of work mentioned in SBD. The cable connections terminal shall be fitted with copper thimbles of required size. Complete as per scope of work in SBD. (Quantity and specifications as per site requirement according to machinery capacity) (as per site condition) |
| 386 | Providing & fixing with pvc insulated single core multistrand copper cable 16mm/35mm dia conforming to IS: 694 for inter connection with all electrical equipments as per scope of work in SBD. (as per site requirement according to machinery capacity) (as per site condition) |
| 387 | TOOL KIT For Maintenance as detailed in scope of work as per scope of work mentioned in SBD. |
| 388 | Fabrication/mounting of distribution board. |
| 389 | Providing & fixing of FLEX sign boards of suitable size at appropriate place in the pump house for displaying specifications of machinery and providing sitting steel benches of size 6feet x 2 feet-02 nos for the operational staff. Complete as per scope of work in SBD. |
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