| 2808288 | 90472 | None | code01 | Earth work excavation by manual means for drains canals waste weir draft approach channels key trenches foundation of Buildings and bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools and other appurtenaces required to complete the work. | Cum | 254.1 | 254.1 | 371.7 | False | None | None | False | None | False | 94448.97 | 0 |
| 2808289 | 90472 | None | code02 | Construction of Embankment by excavating the available approved Gravel Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead transportation to site spreading grading to required slope and compacting to meet the requirement complete as per specifications including cost of labour rolling water all materials usage& all other appurtenaces required to complete the work. | Cum | 497.7 | 497.7 | 371.7 | False | None | None | False | None | False | 184995.09 | 0 |
| 2808290 | 90472 | None | code03 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead & lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications The cost of steel reinforcement and formwork shall be paid separately Mix 1:4:8 M5 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 247.8 | False | None | None | False | None | False | 1473716.16 | 0 |
| 2808291 | 90472 | None | code04 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes labour, Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement & formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6601.35 | 6601.35 | 247.8 | False | None | None | False | None | False | 1635814.53 | 0 |
| 2808292 | 90472 | None | code05 | Earth work excavation by manual means for drains canals waste weir draft approach channels key trenches foundation of bridges and such simillar works in all kinds of soils as per drawing and technical specifications including setting out shoring strutting barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools & other appurtenaces required to complete the work | Cum | 254.1 | 254.1 | 2043.75 | False | None | None | False | None | False | 519316.875 | 0 |
| 2808293 | 90472 | None | code06 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead & lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork shall be paid separately Mix 1:4:8M5 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 171.68 | False | None | None | False | None | False | 1021015.296 | 0 |
| 2808294 | 90472 | None | code07 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts cost of all materials quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement & formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Appendix I Additionalities for formwork Centering with all lead and lift loading & unloading hire charges of machinery and equipments trnsportation chagres cost and converance of all materials labour chagres and all other incidental charges etc completed as per standrard techical details specification and design and direction of the Engineer inchagres of the work | Cum | 6601.35 | 6601.35 | 459.84 | False | None | None | False | None | False | 3035564.784 | 0 |
| 2808295 | 90472 | None | code08 | Providing Thermo Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for RCC work including straightening, cutting, bending, placing in position binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material labour usage charges complete as per specifications | Kg | 94.5 | 94.5 | 27590.63 | False | None | None | False | None | False | 2607314.535 | 0 |
| 2808296 | 90472 | None | code09 | Refilling available earth around trenches pipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50 m and lift upto 1.5m Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 2043.75 | False | None | None | False | None | False | 343350.0 | 0 |
| 2808297 | 90472 | None | code10 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary Soft rock & depth not exceeding 300mm as per drawing and technical specifications including setting out shoring strutting barricading caution lights removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage of machinery other appurtenances required to complete the work | Cum | 381.15 | 381.15 | 95.5 | False | None | None | False | None | False | 36399.825 | 0 |
| 2808298 | 90472 | None | code11 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead and lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement & formwork shall be paid separately Mix 1:4:8 M5 Using 40 mm nominal size graded crushed coarse aggregates | Sqm | 5947.2 | 5947.2 | 8.06 | False | None | None | False | None | False | 47934.432 | 0 |
| 2808299 | 90472 | None | code12 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes achine mixed with super plasticizers laid in finished layers, well ompacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes labour Usage charges of machinery curing and all the other appurtenances required to complete the work as per technical specifications The cost of steel reinforcement and formwork to be paid separately M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Appendix I Additionalities for formwork Centering with all lead and lift loading and unloading hire charges of machinery and equipments trnsportation chagres cost and converance of all materials, labour chagres and all other incidental charges etc completed as per standrard techical details specification and design and direction of the Engineer inchagres of the work | Sqm | 6601.35 | 6601.35 | 34.04 | False | None | None | False | None | False | 224709.954 | 0 |
| 2808300 | 90472 | None | code13 | Providing Thermo Mechanically Treated bars of grade Fe 500D or more Steel reinforcement for RCC work including straightening cutting bending placing in position binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material labour usage charges complete as per specifications | Kg | 94.5 | 94.5 | 6156.0 | False | None | None | False | None | False | 581742.0 | 0 |
| 2808301 | 90472 | None | code14 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20m Fixing of casing pipes collars and cap with necessary cutting threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables etc., complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes collars cap etc complete Upto 50.00 Mtrs Depth | Rmtr | 388.5 | 388.5 | 200.0 | False | None | None | False | None | False | 77700.0 | 0 |
| 2808302 | 90472 | None | code15 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG and above 1100 CMF & above in all strata including over burdern upto 20 m. Fixing of casing pipes collars and cap with necessary cutting threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables etc complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes collars cap etc complete Above 50.00 Mtrs and upto 100Mtrs Depth | Rmtr | 487.2 | 487.2 | 200.0 | False | None | None | False | None | False | 97440.0 | 0 |
| 2808303 | 90472 | None | code16 | Sinking of Borewell of 165mm dia clear using super fast hydraulic rig of capacity 300 PSIG & above 1100 CMF & above in all strata including over burdern upto 20 m Fixing of casing pipes collars and cap with necessary cutting threading and welding including transportation of rig and supporting vehicle crew charges and cost of consumables etc complete including yield testing at the final depth with a minimum working of compressor for one hour Excluding cost of casing pipes collars cap etc complete Above 100.00 Mtrs and Upto 150.00Mtrs | Rmtr | 517.65 | 517.65 | 200.0 | False | None | None | False | None | False | 103530.0 | 0 |
| 2808304 | 90472 | None | code17 | Supply of ISI mark 175mm nominal bore,plain and steel casing pipe grade of steel Fe 410 of wall thickness conforming to and latest ammendments electrical resistance welded steel tubes material
and conforming to and manufactured by basic open hearth electric or basic oxygen process in random length of 5.7m both ends.threaded conforming to one end fixed with socket conforming to and the other end with screwed pipes all shall be responsibaly free from defects The tubes shall be responsible straight end should be with ISI marking weighing 25.10kg m.prices include Collar Medium duty | Rmtr | 1732.5 | 1732.5 | 12.0 | False | None | None | False | None | False | 20790.0 | 0 |
| 2808305 | 90472 | None | code18 | Providing and laying at site of work MS casing caps as per with all latest amendments if any for any dia The thickness of plate used for covering one end shall be 3mm minimum The dimensions of caps and colars shall be strictly as per IS 1239 1982 with all amendments including cost of material and labour charges for fixing, if any etc complete with all lead and lifts and as directed by the Engineer in charge | No | 172.2 | 172.2 | 4.0 | False | None | None | False | None | False | 688.8 | 0 |
| 2808306 | 90472 | None | code19 | Providing and fixing MS casing collars as per with all latest amendments if any for any dia The thickness of plate used for covering one end shall be 3mm minimum The dimensions of caps and colars shall be strictly as per with all amendments | Rmtr | 157.5 | 157.5 | 4.0 | False | None | None | False | None | False | 630.0 | 0 |
| 2808307 | 90472 | None | code20 | Geophysical investigation at site for sinking borewells for supplying drinking water to the habitation either through the Hand Pump MWS orP.W.S.S, by vertical electrical sounding by adopting Venner or Schlumbergerss method, including reconnaissance survey of geologicalformation. Geophysical investigation of existing ground water in the vicinity, its quality, quantity and acceptability of the users, indicating the location of the site, recommended depth of casing pipe required to seal the top consolidated formation including an extra depth of 1.0 metre in onsolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instruments and accessories to work site, engaging technical personal and labour required etc allowed for drilling in over burden and fixing Casing pipes beyond 20 M (for fixing Casing pipes only) a) Above 20 M and upto 30 M 15% b) Above 30 M 30% (Measurement of overburden is restricted to the depth of casing pipe fixed excluding initial depth of 20M and projection above ground level) 2) A sum of Rs. 100 is to be deducted for Dry Borewell towards yield test | No | 5552.4 | 5552.4 | 4.0 | False | None | None | False | None | False | 22209.6 | 0 |
| 2808308 | 90472 | None | code21 | Providing,supplying to work site, Submersible Pump Set of 150mm dia suitable for bore well and confirming to 2000 Phase SS Bowl & Impeller with Low volt Motor as per specifications,as per necessary ammendments and instructions of engineer incharge of work. For 3 HP 7.50 HP 135 LPM @ 140 m 12 STG Outlet Dia 2.00 | No | 38451.0 | 38451.0 | 4.0 | False | None | None | False | None | False | 153804.0 | 0 |
| 2808309 | 90472 | None | code22 | Providing Laying and Fixing GI pipes conforming to with latest amendments complete with GI fittings excluding the cost of fittings with cuts and threads wherever necessary including testing for water tightness, with all lead and commissioning contractor will make his own arrangements for procuring water for testing For Heavy Duty GI pipe | Rmtr | 712.95 | 712.95 | 800.0 | False | None | None | False | None | False | 570360.0 | 0 |
| 2808310 | 90472 | None | code23 | Supply and delivery at site Brand new best make PVC insulated cable of Flat 3 core sheathed of nominal cross sectional area as per with ISI Mark and as per its latest amendments | Mtr | 141.75 | 141.75 | 880.0 | False | None | None | False | None | False | 124740.0 | 0 |
| 2808311 | 90472 | None | code24 | Supply installing testing and commissioning COMMON control panel consisting of the following INCOMING 1 No set of Phase indicating lamps with SFU of suitable rating 1 No, Analog Ammeter 1 No Analog Voltmeter 1ni with Phase selector switch, Isolating switch OUTGOING for Main Electrical Pump 1 No. MCB 1 No. DOL of S D Starter suitable for respective HP 1 No. Electrcal Protection Like single Phase preventor under voltage over Volage, under current over current & dry run protection suitable for the pump described above 1 no Indoor type NOTE DOL Direct Online Starter S D Star Delta Starter etc complet | Set | 14962.5 | 14962.5 | 4.0 | False | None | None | False | None | False | 59850.0 | 0 |
| 2808312 | 90472 | None | code25 | Supply and delivery at site of brand new best make non return valve as per IS 778/1984 with ISI Mark and as per its latest amendments Non return valve 50mm dia | Each | 1312.5 | 1312.5 | 4.0 | False | None | None | False | None | False | 5250.0 | 0 |
| 2808313 | 90472 | None | code26 | Supply and delivery at site best indigenous brand new power capacitor as per with latest amendments with KPTCL authorities and erection, electrification and commissioning of the same at the location of respective pump sets | Kvar | 577.5 | 577.5 | 4.0 | False | None | None | False | None | False | 2310.0 | 0 |
| 2808314 | 90472 | None | code27 | Supply and delivery at site delivery of best indigenous brand new MCB Miniature Circuit Breakers of required capacity as per and its latest amendments and with 40 Amps with scalable box | No | 1207.5 | 1207.5 | 4.0 | False | None | None | False | None | False | 4830.0 | 0 |
| 2808315 | 90472 | None | code28 | Erection Electrification and commissioning of Pump sets including aligning and balancing of all items including supply and erection of two pair of supporting clamps, bore well caps, cable clips and water tight gland cable protectors, bolts, nuts valve and gauges tools and equipments etc involved in the job as per specifications with necessary tests as per specifications, with testing of as per instructions of engineer incharge of work | Set | 6825.0 | 6825.0 | 4.0 | False | None | None | False | None | False | 27300.0 | 0 |
| 2808316 | 90472 | None | code29 | Labour charges for erection of indoor type panel board and meter board units with all necessary materials and labour tools and equipments including cement concrete for foundation bed etc complete as per specification with testing of as per instructions of engineer incharge of work | Set | 1417.5 | 1417.5 | 4.0 | False | None | None | False | None | False | 5670.0 | 0 |
| 2808317 | 90472 | None | code30 | Providing main connection from pole PVC insulated sheathed steel wire cable in new trench as per with latest amendments with ISI mark from KPTCL pole to meter board unit | Mtr | 141.75 | 141.75 | 80.0 | False | None | None | False | None | False | 11340.0 | 0 |
| 2808318 | 90472 | None | code31 | Providing Supplying and fixing suitable for 1.1 KV class UG cable filled with necessary bitumen insulating compound complete with terminals clamps bolts nuts and washers etc with necessary materials and labour tools and equipments as per instructions of engineer incharge of work | No | 393.75 | 393.75 | 4.0 | False | None | None | False | None | False | 1575.0 | 0 |
| 2808319 | 90472 | None | code32 | Earthing Supplying and fixing and wiring earth electrode for grounding circuits IC cutouts and other equipments on the meter board in the pit. The pits should be filled up with equal proportion of salt and charcoal 150mm around the pipe to complete depth. The connection from the pipe to the conduits etc. is to established through GI wire of sizes as per clause 7.3.3 of using 12mm bolts nuts washers and check nuts the pipe shall have 16 through holes of 12mm dia | No | 3937.5 | 3937.5 | 4.0 | False | None | None | False | None | False | 15750.0 | 0 |
| 2808320 | 90472 | None | code33 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out shoring strutting barricading caution lights excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage & other appurtenances required to complete the work From BW To Water tank | Cum | 254.1 | 254.1 | 151.2 | False | None | None | False | None | False | 38419.92 | 0 |
| 2808321 | 90472 | None | code34 | Supplying PVC ringtite pipes conforming to latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials excluding cost of specials with jointing of approved type, with all labour with all lead and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS Contractor will make his own arrangements for procuring water for testing etc. for PVC pipes 75mm dia 6 kg sqcm & class 3 | Rmtr | 129.15 | 129.15 | 280.0 | False | None | None | False | None | False | 36162.0 | 0 |
| 2808322 | 90472 | None | code35 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron DI conforming to and of grade GGG40 50 shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions The stem sealing should be with toroidal sealing rings minimum 2 O rings Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set galvanized bolts & nuts and rubber insertions etc. but excluding earth work. Note TP set should be considered only for DI pipes estimate. For MS pipes estimates TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate For PN 10 For Suilce Valve of PN10.0 and 50mm | No | 5811.75 | 5811.75 | 2.0 | False | None | None | False | None | False | 11623.5 | 0 |
| 2808323 | 90472 | None | code36 | Supply and delivery at site of brand new best make non return valve as per with ISI Mark and as per its latest amendments Size 80 mm | No | 1312.5 | 1312.5 | 2.0 | False | None | None | False | None | False | 2625.0 | 0 |
| 2808324 | 90472 | None | code37 | Refilling available earth around trenches pipelines cables in layers not exceeding 20 cms in depth compacting each deposited layer by ramming after watering with a lead upto 50m and lift upto 1.5 m Including cost of all labour complete as per specifications | Cum | 168.0 | 168.0 | 151.29 | False | None | None | False | None | False | 25416.72 | 0 |
| 2808325 | 90472 | None | code38 | Earth work excavation by manual means for drains canals waste weir draft, approach channels key trench foundation of Bridges and such similar works as per drawing and technical specifications including setting out shoring strutting barricading caution lights excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour tools usage & other appurtenances required to complete the work | Cum | 254.1 | 254.1 | 20.4 | False | None | None | False | None | False | 5183.64 | 0 |
| 2808326 | 90472 | None | code39 | Providing and laying in position plain cement concrete for levelling course for all works in foundation The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators including all lead and lifts cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications The cost of steel reinforcement & formwork shall be paid separately Mix 1:4:8 M5 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5842.2 | 5842.2 | 9.6 | False | None | None | False | None | False | 56085.12 | 0 |
| 2808327 | 90472 | None | code40 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 1 cement 6 coarse sand 12 graded stone aggregate 20 mm nominal size upto plinth level with ement mortar 1:6 1 cement 6 coarse sand | Cum | 6027.0 | 6027.0 | 16.2 | False | None | None | False | None | False | 97637.4 | 0 |
| 2808328 | 90472 | None | code41 | Providing and laying in position plain cement concrete for levelling course for all works in foundation The granite trap basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed laid in layers not exceeding 150 mm thickness well compacted using plate vibrators including all lead & lifts, cost of all materials of quality labour Usage charges of machineries curing and all the other appurtenances required to complete the work as per technical specifications. The cost of steel reinforcement and formwork shall be paid separately Mix 1:3:6 M10 Using 20 mm nominal size graded crushed coarse aggregates aggregates | Cum | 6527.85 | 6527.85 | 11.92 | False | None | None | False | None | False | 77811.972 | 0 |
| 2808329 | 90472 | None | code42 | Providing 12 mm cement plaster with cement mortar 1:6 1 cement 6 fine sand including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour curing complete as per specifications and as per directions of Engineer in charge. | Sqm | 253.05 | 253.05 | 13.2 | False | None | None | False | None | False | 3340.26 | 0 |
| 2808330 | 90472 | None | code43 | RCC hume pipe Circular pump house Supplying precast RCC Circular Hume pipe pump house with M.S door and RCC conical roof as per specification and drawings Internal dia Mtr 1200 mm & height of 2.5 Mtr With Wall thickness 65mm | No | 17221.05 | 17221.05 | 4.0 | False | None | None | False | None | False | 68884.2 | 0 |
| 2808331 | 90472 | None | code44 | Erection and positioning of RCC Hume pipe pump house Cistern on size stone masory platform including transportation charges and handling,finishing with all necessary tools plants and materials etc complete as directed by the Engineer in charge of the work | No | 1976.1 | 1976.1 | 4.0 | False | None | None | False | None | False | 7904.4 | 0 |
| 2808332 | 90472 | None | code45 | 63 mm dia PVC REDUCER | No | 87.15 | 87.15 | 4.0 | False | None | None | False | None | False | 348.6 | 0 |
| 2808333 | 90472 | None | code46 | Light Duty GI pipe of 32mm dia | No | 350.7 | 350.7 | 24.0 | False | None | None | False | None | False | 8416.8 | 0 |
| 2808334 | 90472 | None | code47 | For 32 mm dia GI elbow | No | 168.0 | 168.0 | 20.0 | False | None | None | False | None | False | 3360.0 | 0 |
| 2808335 | 90472 | None | code48 | For 32 mm dia GI Union | No | 199.5 | 199.5 | 4.0 | False | None | None | False | None | False | 798.0 | 0 |
| 2808336 | 90472 | None | code49 | 20 mm dia GI socket | No | 88.2 | 88.2 | 16.0 | False | None | None | False | None | False | 1411.2 | 0 |
| 2808337 | 90472 | None | code50 | 20 mm dia GI hexagonal nipple | No | 103.95 | 103.95 | 16.0 | False | None | None | False | None | False | 1663.2 | 0 |
| 2808338 | 90472 | None | code51 | For 20 mm dia GM gland cocks | No | 439.95 | 439.95 | 16.0 | False | None | None | False | None | False | 7039.2 | 0 |
| 2808339 | 90472 | None | code52 | 32 mm dia GM Copper alloy Gate valves | No | 1404.9 | 1404.9 | 4.0 | False | None | None | False | None | False | 5619.6 | 0 |
| 2808340 | 90472 | None | code53 | For 20 mm dia GI Back nut check nut | No | 103.95 | 103.95 | 16.0 | False | None | None | False | None | False | 1663.2 | 0 |
| 2808341 | 90472 | None | code54 | Labour charges for lowering additional GI pipes of dia 32 50 mm dia including transportation charges New GI pipe required will be supplied by the department free of cost & released GI pipes should be handed over to the department Labour charges only Upto 3 mtr lengths | No | 2180.0 | 2180.0 | 4.0 | False | None | None | False | None | False | 8720.0 | 0 |
| 2808342 | 90472 | None | code55 | Providing colouring and name plate writing etc complete | No | 3000.0 | 3000.0 | 4.0 | False | None | None | False | None | False | 12000.0 | 0 |