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| 1 | Tank Repair |
| 2 | Item No: 1- Excavation in general in soft materials comprising of of soils soft Murum sand Hard Murum with boulders in wet or dry condition for Head work i.e. intake well supplying well for lift 1.50 M. and lead 1.50 M. including barricading guarding disposing off surplus excavated stuff with radious of 0.50 Km, excluding refilling as directed etc. |
| 3 | Lift 0.00 to 1.50 M. |
| 4 | Item No: 2- Excavation in general in Hardmaterials comprising of ofsoft Rock, Hard Rock, Manjara Rock etc. by blasting in wet or dry condition for Head work i.e. intake well supplying welletc. for lift of 1.50 M. and lead 150 M including barricading guarding dispoing off surplus excavated stuff excluding refilling as directed etc. |
| 5 | Lift 0.00 to 1.50 M. |
| 6 | Item No: 3- Providingand laying insitu cement concrete of grade ( M-150 ) 1:2:4 of trap/ granite /quartizite/geniss metal for foundation and bedding including dewatering formwork compacting and curing etc. |
| 7 | Item No: 4- Providing& casting in situ R.C.C.M-200 of trap/ granite/quartizite/geniss metal for approved quality for R.C.C. work as per detailed drawing and designs or as directed by Engineer in charge including normal dewatering formwork compaction finishing the formed surface with C.M. 1:3 of sufficient thickness if special finish is to be provided & curing etc. |
| 8 | A) R.C.C.Beam M- 30 |
| 9 | B) R.C.C.Vertical Wall M-20 |
| 10 | Item No: 5- Providing & fixing in Position Tor / Mild steel bar reinforcement of various diameter for R.C.C. piles caps footings foundation slabs beams coloumns canopies stairacases newels chajjas lintels paradis coping fins arches etc.as per detailed drawing and schedules including cutting bending hooking the bars binding with wires or tackwelding and suporting as required etc. ( including cost of binding wires ) |
| 11 | Item No: 6- Providing Structural steel work in in single stanchions composed of R.S.J. Channels etc. with caps bases mild steelplates angles brackets cleats gusset plates anchor bolts etc. as per detailed design and draing or as directed including cutting fabricating hoisting erecting fixing in position making riveted/bolted/welded connections and one coat of anticorrosive paint and over it 2 coats of oils painting etc. |
| 12 | Item No: 7- Dewatering the excavated trenches and pools of water in well area by using pump and other devoces including disposing off water to distance etc |
| 13 | Refilling the trenches with available exvavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 14 | Item No. 1 :-Submersible Pumpset |
| 15 | Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding.Pump shall be suitable fopr various delivery head and discharge with stainless steel shaft.Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust.The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"sdesign.Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. |
| 16 | 7.50 HP Submersibale Pump |
| 17 | Item No.3 :- GI Pipe B class65mm- Providing ISI mark GI Pipe of following class and dia including all local and central taxes, octroi, inspection charges transportation to stores etc. complete (IS- 1239-2004) |
| 18 | Item No. 4 :- GI Bend B class 65 mm- Providing ISI mark GI Bend of following class and dia including all local and central taxes, octroi, inspection charges transportation to stores etc. complete (IS- 1239-2004) |
| 19 | Item No. 5 :- MSPipes and Specials -Designing Providing, Fabricating M. S. Specialcable Tray supports, Drain pipes for D.G. Set, Pipework& items related to all other similer work incuiding cutting bending & Painting , as per detailed specification. |
| 20 | Item No. 6 :- L.T. Control Panel Board -Designing, Providing , Errecting, Testing & Commissioning with Satsfactory Test & Trial ofVarious Panel Boards as per detailed specifications. |
| 21 | 1) GI sheet fabricated box for panel board 16 gauge1.6 mm |
| 22 | 2) Self Locking arrangement |
| 23 | 3) Marine water proof plywood 12 mm |
| 24 | 4) ELCB as per 63 Amp/4 pole |
| 25 | 5) Volt Meter |
| 26 | 6) Ammiter |
| 27 | 7) Capacitor polypropylene condenser(HP x 1.5) |
| 28 | 8) Pilot Lamp Set 3 lamp set |
| 29 | 9) L.T. switchFASD Starterstar Up to 7.50Hp |
| 30 | 10) Triple pole clad / metal clad switch 63 Amp 10 HP |
| 31 | 11) Iton meatclad change over switch 63 Amp |
| 32 | 12) Earthing plate |
| 33 | Item No. 7:- Submersible cable -Submersible cable 3 Core 2.50 Sq.mm Cable |
| 34 | Distribution System |
| 35 | Material |
| 36 | Item No. 1 |
| 37 | Providing & supplying in standard lengths ISI marks regid unplasticised PVC pipes suitable for potabale water with sovelent cement joints including cost of coupelers as per IS specifications No 4985 /1988 including all local & central taxes, transportations, freight charges ,inspection charges, loading unloading, conveyance to the depatmental store / site & stacking the same in closed shed duly protected from sunrays and rains including cost of jointing materials i.e solvent cement etc complete. |
| 38 | 90 mm dia 6 kg HDPE PIPE |
| 39 | 75 mm dia6 kg HDPE PIPE |
| 40 | 63 mm dia6 kg HDPE PIPE |
| 41 | Item No. 2 |
| 42 | Providing ISI standard PVC / GI specials suitable for above pipes including all material & labour cost including all taxes and duties etc complete |
| 43 | 10 % of pipe cost |
| 44 | Item No. 3 |
| 45 | Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete |
| 46 | 80 mm dia PN 1. |
| 47 | 65 mm dia PN 1. |
| 48 | 50 mm dia PN 1. |
| 49 | Labour |
| 50 | Item No. 1 |
| 51 | Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Hard Murumincluding removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete |
| 52 | Soil |
| 53 | Hard Murum |
| 54 | Item No. 2 |
| 55 | Excavation for foundation / pipe trenches in hard strata, and old cement and lime masonary foundation asplalt road including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete |
| 56 | Soft Rock |
| 57 | Hard Rock (CHISELLING) |
| 58 | Item No. 3 |
| 59 | Filling inplinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. complete |
| 60 | Item No. 4 |
| 61 | Lowering laying and jointing following PVC pipes of various classes with PVC specials of suitable diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials, labour, giving hydraulic testing as per IS codeetc. complete. |
| 62 | 90 mm dia 6 kg HDPE PIPE |
| 63 | 75 mm dia6 kg HDPE PIPE |
| 64 | 63 mm dia6 kg HDPE PIPE |
| 65 | Item No. 5 |
| 66 | Labour charges for fixing of various valves of following nominal dia. Including cost of conveyance from stores to site of work, labour, jointing materials, giving satisfactory hydraulic test etc. complete |
| 67 | 80 mm dia PN 1. |
| 68 | 65 mm dia PN 1. |
| 69 | 50 mm dia PN 1. |
| 70 | Item No. 6 |
| 71 | Providing and constructing B.B. Machinery Valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, exlcuding excavation, B.B. Masonry in CM 1:5 proportion precast RCC frame & cover, etc. complete ad directed by Engineer-in-charge |
| 72 | As above of 0.60 x 0.45 m internal size depth upto 0.9 m with precast RCC slab cover |
| 73 | Item No. 7 |
| 74 | Providing and fixing CI road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete |
| 75 | 100 mm x 225 mm (20 kg) |
| 76 | Item No. 8 |
| 77 | Providing and casting in situ cement concrete M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailing out water manually formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete |
| 78 | M-150 |
| 79 | Item No. 9 |
| 80 | Refilling the trenches with available exvavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 81 | Item No. 10 |
| 82 | Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement forfilling safe water using reciprocating type pumps which should be able to providespecified test pressure gauges and othernecessaryequipments, labour, operation charges, etc. required fortesting. The rate under this item shall also include cost ofretesting, if necessary and reinstating to original position. |
| 83 | 90 mm dia 6 kg HDPE PIPE |
| 84 | 75 mm dia6 kg HDPE PIPE |
| 85 | 63 mm dia6 kg HDPE PIPE |
| 86 | Providing ,Installing,Giving,new 15mm Dia Household tap connection/Shifting of existing connection on new line including cost of all material such as Ferrule,bend,MDPE/UPVC/GI pipe Etc.including cost of all types of excavation by all means including cost of all labour etc.Complete |
| 87 | With Road Crossing |
| 88 | MDPE/UPVC Connection |
| 89 | GI pipe Connection |
| 90 | Without Road Crossing |
| 91 | MDPE/UPVC Connection |
| 92 | GI pipe Connection |
| 93 | Misc Work |
| 94 | Item No 1 -Providing and fixing Information sign board of size 1.20 x 0.75 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm. with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground, red Retro reflective sheet Engineering grade, border / letters / numerals and arrow. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 25 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60cm x 75 cm. size as directed by Engineer-in-charge etc. complete. |
