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| 1 | Supply of 250 mm / id pipe ISI marked including permeter ( NS 1 ) cost of pipe required make are parkashsupreme, Astral complete in all respect with priorapproval of EIC.. ( HSR B0242) |
| 2 | Supply of 150 mm / id pipe ISI marked including permeter ( NS 1 ) required make are parkash supreme,Astral complete in all respect with prior approval ofEIC.. ( HSR B0242) |
| 3 | Operation and maintenance of 9 nos t/well with 250 mm and 150 mm i/d pvc pipeline i/c desilting of storage tank throughout the year. Operation of 3-4 bore tubewell in single time ( 15days of month) periodically for one year. |
| 4 | CID joint 10 complete with nut bolt and rubber ring |
| 5 | CID joint 6 complete |
| 6 | Providing and Fixing of Smart control Unit SD PannelOMG with Oil-10 hp to 20 hp Rate (Ns) (ElectricStarter). Starter Panel make should be LandT, Bentexetc. |
| 7 | HSR ITEM 2. B1273-B1273. Cl sluice valve ISIMarked (with caps) class 1:100 mm dia HSR rate Rs.3566.00 rate Sluice Valve |
| 8 | Providing and fixing CI A/S TEE size 10`*10`*6` ISIMarked (NS) |
| 9 | Providing and Fixing CI band D/S size 10` * 90 Degree |
| 10 | Providing and Fixing CID joint 10` complete with nutbolt and rubber ring ISI Marked |
| 11 | Providing and Fixing CID joint 6` ISI Marked completein all respect with nut and Rubber band |
| 12 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4fine sand) [Through Rate] |
| 13 | [20.100]Supplying and fixing well threaded M.S. cap for273.10mm outer dia M.S. pipe as per ISI 226 as amendedup to date to the satisfaction of the Engineer-in-charge.[Through Rate] |
| 14 | [20.11.2]Providing and fixing cast iron double flangedswing check type reflux (non return) valves PN-1.6 markedwith IS:5312 including nuts and bolts marked withIS:1363, rubber sheet marked with IS:638 etc., carriageloading, unloading, stacking, handling, re-handling etc.Complete in all respect to the satisfaction of Engineer-in-charge 2. 100 mm i/d [Through Rate] |
| 15 | [20.123.13]Supplying, erection, testing andcommissioning of horizontal motorpumping set for clear water having head50.00 m as per the indicated requirementsof discharge in LPM and power capacityin BHP as per IS marked. 13. Discharge Capacity (LPM)1000 Power Capacity (BHP) 20 [Through Rate] |
| 16 | [20.124.1]Supplying, erection, testing and commissioningof submersible pumping sets as per BIS SPECIFICATIONNo. 8034-1989 (as amended upto date for pumps) and IS9283-1979 (as amended upto date for motor) the pumpmotor sets should be capable of pumping clear fresh coldwater having characteristics as specified in Clause-4 of IS8034-1989 and Clause 4.1 of IS 9283-1979. 1. LPM 400Head 70 BHP 10.37 Say Round BHP 10.00 [Rate] |
| 17 | [20.54.4]Providing GI pipes class B marked with IS: 1239in 3.05 m length, their threading and welding with flanges(Heavy Duty) on both sides, jointing with nuts and bolts (‘W’ make), rubber gaskets , lowering into Tube wells andtesting including carriage, loading, unloading etc. completein all respects to the satisfaction of Engineer-in- Charge. 4.100 mm i/d [Through Rate] |
| 18 | [20.7.5]Stringing out A.C./P.V.C pipes and specialscasting along trenches and laying the same in trenches, tocorrect alignment and gradients including cartage fromdivisional stores or nearest railway station to site of worksand return of pieces of pipes to stores. 5. 150 mm internaldiameter of pipe line laid complete [Through Rate] |
| 19 | [20.7.8]Stringing out A.C./P.V.C pipes and specialscasting along trenches and laying the same in trenches, tocorrect alignment and gradients including cartage fromdivisional stores or nearest railway station to site of worksand return of pieces of pipes to stores. 8. 250 mm internaldiameter of pipe line laid complete [Through Rate] |
| 20 | [20.8.5]Jointing A.C./P.V.C. pipes and specials with castiron detachable joints/split coupler P.V.C. joints fitted withbolts and nuts excluding cost of detachable joints/ splitcoupler P.V.C. joints rubber rings, bolts and nuts butincluding cost of labour and tools etc. and tested complete.5. 150 mm i/d pipe [Through Rate] |
| 21 | [20.8.7]Jointing A.C./P.V.C. pipes and specials with castiron detachable joints/split coupler P.V.C. joints fitted withbolts and nuts excluding cost of detachable joints/ splitcoupler P.V.C. joints rubber rings, bolts and nuts butincluding cost of labour and tools etc. and tested complete.7. 250 mm i/d pipe [Through Rate] |
| 22 | [20.9.5]Cutting A.C./P.V.C. pipes and specials andchipping or filing surface to a uniform finish. 5. 150 mmi/d [Through Rate] |
| 23 | [20.9.7]Cutting A.C./P.V.C. pipes and specials andchipping or filing surface to a uniform finish. 7. 250 mmi/d [Through Rate] |
| 24 | [20.90.1]Drilling of 250mm dia of bore through bokkytype instrument complete in all respect including chargesfor shifting of infrastructures as per IS Code 12818: 19921. 0 to 50m BGL [Through Rate] |
| 25 | [20.91]Providing and Lowering 225 mm outer dia UPVCpipe threaded (10kg/CM2) duly ISI marked IS Code12818:1992 complete in all respect as per directions ofEngineer-in-charge [Through Rate] |
| 26 | [20.92]Providing and lowering 225mm outer dia UPVCfilter Jali (10 Kg/CM2) duly ISI marked IS Code12818:1992 complete in all respect as per directions ofEngineer-in-charge [Through Rate] |
| 27 | [20.93]Providing and fixing 250 mm M.S. clamp as forsuitable pipe with nut and bolt complete in all respect asper directions of Engineer-in-charge [Through Rate] |
| 28 | [22.91.8]Providing and fixing G.I. pipes complete withG.I. fittings including trenching up to 0.30m to 1.00mdepth and refilling etc.External work 8. 80 mm dia nominal bore [Through Rate] |
| 29 | [24.1.3]EARTHING AND LIGHTENING ARRESTOR 3.Earthing with G.I. earth plate 600 mmx 600 mm x 6 mmthick including accessories and providing masonryenclosures with cover plate having locking arrangementand watering pipe etc. (but without charcoal or coke andsalt) complete as required. [Through Rate] |
| 30 | [24.1.5]EARTHING AND LIGHTENING ARRESTOR 5.Extra for charcoal or coke and salt for G.I. plate or copperplate earth electrode. [Through Rate] |
| 31 | [24.1.6]EARTHING AND LIGHTENING ARRESTOR 6.Supplying and laying 25mm x 3mm G.I. strip at 0.5 metrebelow ground as strip earth electrode including solderingetc. as required. [Through Rate] |
| 32 | [24.1.8]EARTHING AND LIGHTENING ARRESTOR 8.Providing and fixing 25 mm x 3mm G.I. strip on surface orin recess for connections etc. as required with all labourand material. [Through Rate] |
| 33 | [24.2.2.2]LT CABLE 2.2. Laying of underground cable0.75 metre below ground level covered with sand andbricks including excavation and refilling of trenches.:- 16Sq mm to 35 sqmm 2 to 4 Core [Through Rate] |
| 34 | [24.5.1.5]MISCELLANEOUS ITEMS 1.5. Supply andjointing three core submersible flat cables of approvedmake with bare bunched copper conductor insulated andsheathed with PVC for submersible pump motors /fountainlights etc with voltage grade 1100 volts marked withIS:694, 1990 including cost of jointing, materials as wellas carriage, loading, unloading etc. complete in all respectup to the entire satisfaction of Engineer- in-Charge.Submersible Copper Cable 3 Core 10 sqmm [ThroughRate] |
| 35 | [4.14.1]Earth work in excavation by mechanical means(Hydraulic excavator) / manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10 sqmon plan), including dressing of sides and ramming ofbottoms, lift up to 1.5 m, including getting out theexcavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 m. 1. All kinds of soil.[Through Rate] |
| 36 | [4.16.1.2]Excavating trenches of required width and depthfor pipes, cables, etc including excavation for sockets, anddressing of sides, ramming of bottoms, including gettingout the excavated soil, and then returning the soil asrequired, in layers not exceeding 20 cm in depth, includingconsolidating each deposited layer by ramming, watering,etc. and disposing of surplus excavated soil as directed,within a lead of 50 m. 1.2. All kind of soil Pipes, cablesetc, exceeding 80 mm dia but not exceeding 300 mm dia.[Through Rate] |
| 37 | [6.1.1]Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work below plinth level and up to Floor IVlevel: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3graded stone aggregate 20 mm nominal size) [ThroughRate] |
| 38 | [6.1.3]Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work below plinth level and up to Floor IVlevel: 3. 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4graded stone aggregate 40 mm nominal size) [ThroughRate] |
| 39 | [6.1.6]Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work below plinth level and up to Floor IVlevel: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8graded stone aggregate 40 mm nominal size) [ThroughRate] |
| 40 | [6.34.1]Steel reinforcement for R.C.C. work, where notincluded in the complete rate of RCC, includingstraightening, cutting, bending, placing in position,binding, wastage, overlaps, welded joints, spacer bars,chairs, stays, hangers and annealed steel wire etc. completein all respect above plinth level Note:- Reinforcement shallbe measured in length including hooks, if any, separatelyfor different diameters as actually used in work , excludingoverlaps. Wastage, overlaps, couplings, welded joints,spacer bars, chairs, stays, hangers and annealed steel wireor other methods of binding & placing shall not bemeasured and cost of these items shall be deemed to beincluded in the rates for reinforcement. 1. Mild steel andMedium Tensile steel bars [Through Rate] |
| 41 | [7.21.1]Brick work with common burnt clay non-modularbricks of class designation 10.5 in foundation and plinth in:1. Cement mortar 1:4 (1 cement : 4 coarse sand) [ThroughRate] Please Enable Macros to View BoQ information |
