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| 1 | Earth Work in excavation in trenches for foundation on ordinary soil lift up to 1 5 Mt lead up to 50Mt (PWDSI 251\"411) |
| 2 | Providing and laying cernent Concrete 1 4.8 cerment fine sand and brick ballast 40 mm SIze in foundation and flooring with ramming and dressingetc complete work with all material.labour T&P as required (PWD SI 275) |
| 3 | Class 150 brick Work in 1:4ement coarse sand mortar infoundation and Pinth includingMS ladder etc. complete workwith all material labour TaP asrequired (PWD SI.307a) |
| 4 | RCC Work in 1:1.5:3 cementCoarse sand and 20 mm stonegritt in slab etc.complete workwith al rnaterial.labour T&Pasrequireo (PWD SI 284) |
| 5 | MS work in RCC slab includingbending.binding and cutting forproper complete of work. (PWDSL504) |
| 6 | |40mm CC flooring 1.2 4 withstone aggregate of 12.5 mmand below by laid over baseConcrete finished with floatingCoat of neat cement.cCompleteWork with all material, labourT&P as required. (PWDSIL 601a) |
| 7 | |12 mm thick plaster in 1:3cenent coarSe sand mortarwith water proofing compound|including fioating coat of neastcement etc complete work withall material,labour T&P asrequired. (PWD SI.583) |
| 8 | Fixng of C C cover 600x600mm with farme |
| 9 | MS work in heavy sizes inbusses bult up gate and otherfarmes in required shapes withcutting drilling and weldingINEINA-1tc complete work with allfmaterial,labour T &P asAl QUAD CAMERgzd (PWD SI 503) |
| 10 | |Cartage of excavated earth 5|km away from the site including|it loading & unloading. |
| 11 | Supply and fixing of SS meshof size 40 mm mesh. |
| 12 | |Making provision of overflowsystem complete in all respectincluding cost of all materials. |
| 13 | Ledder |
| 14 | Supply and laying of PVC pipe conforming IS-4985 |88 with all requird tee, coupler ,Elbow, Reducer etc. |with propper gradient and alligment in trench. 150mm 6kg pressure PVC pipe |
| 15 | Constructing brick masonry manhole Inside size 65*60* cm and 60 cm in cement mortar 1:4 withR.C.C. top slab with 1:1.5:3 mix, foundation concrete 1:4:8 mix inside plastering 12 mm thick with cementmortar 1:3 finished with floating coat of neat cement and making complete as per standard design |
| 16 | Eathh work in excavation intrenches for toundation onordinary soil lift up to 1 5 Mtlead up to 50M1 (PWDSL 251411) |
| 17 | Providing and laying cementconcrete 14 8 cement finesand and brick tballast 40 mmsize in loundation and floaringwith ramning and dressingetc coiplete wDrk with allmateial,labour T&P asrequred PWD SI 275) |
| 18 | Class 150 brick work .n 1 4ement coarse sand mortarfoundaton and Pinth includingMS lacder etc complete workwith all materal labout T&P asequred (PWD SI 30/a |
| 19 | bed |
| 20 | RCC work in 1 153 cementCoarse sand and 20 mm stonegritt in slab etc compiete workwith all matenal, abour T&P asrequired (PWD SI 284) |
| 21 | MS work in RCC slab includingbending binding and cutting forproper complete of work (PWDSI 504) |
| 22 | 40 mm CC flooring 1:2:4 withstone aggregate of 1:2: 5 mnand below by laid over baseconcrete finished with floatingcoat of neat cement completework with all material labourT&P as required (PWDSI 601a |
| 23 | 12 mm thickness plaster cement 1:3cement coarse sand mortarwith water prooing compoundncluding floating coat of neastcement etc. complete work withall material labour T&P as |
| 24 | Fixing of c.c cover 600x600mm with farme. |
| 25 | MS work in heavy sizes inbusses built up gate and otherfarmes in required shapes with|cutting. drilling and weldingetc. complete work with allmaterial, labour T&P asrequired.( PWD SI.503) |
| 26 | Cartage of excavated earth 5km away from the site includingt loading & unloading. |
| 27 | Supply and fixing of SS meshof size 40 mm mesh. |
| 28 | Water supply charges for drilling. |
| 29 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of allequipments, tools,plants & machineries required forthe job, all complete as per direction of Engineer-in charge-200MM |
| 30 | Development of tube well in accordance with IS:2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed(dsr-23.12) |
| 31 | Supplyof pea gravet at drilling site duly fitered and |stacked. |
| 32 | Supplying, assembling, lowering and fixing in vertical position in borewell, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges,fittings & accessories etc. all complete150MM(DSR23.3) |
| 33 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium wel |screen (RMS) pipes with ribs,conforming to IS:128 18, including hire & labour charges, fittings & accessories etc. all complete-150mm (dsr-23.4) |
| 34 | Supply of 4\" size PVC specials like bail plug.MS clamp,well cap.couplers.-100MM |
| 35 | Hand boaring pf 6\" dia casing pipe. |
| 36 | O to 20 meter |
| 37 | 30 to 45.80 meter. |
| 38 | Lowering of 6\" dia casing pipe |
| 39 | Extraction of 6\" dia casing pipe. |
| 40 | Packing charges bore hole by submersible pumps. |
| 41 | Development of bore hole by submersible pump. |
| 42 | Construction of C.C block of sizes 0.45x0.45x0.75 mt as per drawing in ratio 1:3:6 |
| 43 | Loading.unloading and transprotation of material T&PU.P.E down. |
| 44 | Tantage charges. |
| 45 | Flenge type double locking system as per design with 1 Mt. M.S pipe 4\" dia B class and 2 pair clamp with Key. |
| 46 | Supply of 4\" dia PVC pipe 6 Kg/Cm F as per ISI |4985/2000 |
| 47 | Supply of 4\" dia PVC slot pipe 6 Kg/Cm F as per ISI|4985-2000 |
| 48 | Other PVC accessories such as end cap coupler etc. |
