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| 1 | SUB WORK NO 1- SUBMERISIBLE PUMPSET |
| 2 | Item No. 1 :- Submersible Pumpset |
| 3 | 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. |
| 4 | Pump duties H= 76 Mtr Q-2.18LPS |
| 5 | 7.5HP Submersible Pump |
| 6 | SUB WORK NO 2 - PUMP HOUSE |
| 7 | Item No 1 |
| 8 | Excavation for foundatio / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, manual dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete. |
| 9 | Item No 2 |
| 10 | Excavation for pipe trenches in hard murum & boulder including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed watering showering and starting preparing bed for foundation excluding backfilling etc. complete., |
| 11 | Item No 3 |
| 12 | Providing & laying in situ M-150 grade of CC of trap/ granite/quartzite/ gneiss metal for foundation & bedding including dewatering formwork compacting & curing finishing etc. complete. |
| 13 | M-15 Grade |
| 14 | Item No 4 |
| 15 | Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement). In RCC M-200 |
| 16 | For Footing M 20 |
| 17 | Item No 5 |
| 18 | Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted Excluding M.S, or Tor reinforcement). For RCC M-200 grade - all types of columns. |
| 19 | For Column M 20 |
| 20 | Item No 6 |
| 21 | Providing and casting in situ C. C. of trap / granite / quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C. M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever nesessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement) For RCC M-200 grade Beams/Braces/Lintels |
| 22 | For Beams / Lintels M 20 |
| 23 | Item No 7 |
| 24 | Providing and casting in situ C. C. of trap/granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted excluding M.S, or Tor reinforcement) For RCC M-200 grade Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase |
| 25 | For Slab M 20 |
| 26 | Item No 8 |
| 27 | Providing and fixing in position steel bar reinforcement in position steel bar reinforcement of various diameters for R.C.C. Piles, caps, footings, foundatio-ns, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copints, fins, drawings, and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. |
| 28 | Item No 9 |
| 29 | Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding Comp. |
| 30 | Item No 10 |
| 31 | Providing and fixing RCC readymade door of size 0.9 x 2.1 M with shutter single sheet of bioson panel 16 mm thick single leaf . Handles 2 Nos fixed at a 1000 mm away from the bottom of the shutter aldrop 1 No. Tadipatti 1 No at 850 mm from the bottom of the shutter out side and inside respectively with all the accessories. |
| 32 | Item No 11 |
| 33 | Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating/glazing with plain obscured glass pane and of approved type and quality and fixtures and fastenings, without teak wood boxing and architraves and finishing with oil painting two coats complete. |
| 34 | Item No 12 |
| 35 | Providing internal cement plaster 12 mm thick in a single coats in cement mortar 1:5 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing complete. |
| 36 | Item No 13 |
| 37 | Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonary surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12 mm thick in ortion 1:1 1/ 2:3 including scaffolding and fourteen days curing complete. |
| 38 | Item No 14 |
| 39 | Providing and applying washable distemper of approved colour and shade to old / new surfaces including scaffolding, preparing the surface to receive the printing coat and finishing coat etc. complete. |
| 40 | Item No 15 |
| 41 | Providing and applying waterproof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary and preparing the surface curing etc. complete. |
| 42 | SUB WORK NO 3 - DISTRIBUTION SYSTEM |
| 43 | Material |
| 44 | Item No-1 |
| 45 | Providing & supplying in standard lengths ISI marks regid unplasticised PVC/GI 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. |
| 46 | 90 mm PVC 4 Kg/cm2 |
| 47 | 75 mm PVC 4 Kg/cm2 |
| 48 | 63 mm PVC 4 Kg/cm2 |
| 49 | 80 mm GI Pipe For Rising Main |
| 50 | (MJP DSR 121-22, P.No. 96 I.No-2a |
| 51 | Item No-2 |
| 52 | Providing & supplying C.I.D.F Sluice Valves with jointining to pipe work (all hardware & Packing) water works quality with non rising spindle, handle wheel without byepass arrangement spindles of stainless steel as per requirment etc Complete |
| 53 | 80 mm dia PN 1. |
| 54 | 65 mm dia PN 1. |
| 55 | 50 mm dia PN 1. |
| 56 | (MJP DSR 21-22, P.No.180 I.No-2 |
| 57 | Labour |
| 58 | Item No-3 |
| 59 | Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 60 | Hard Murum |
| 61 | Soft Rock |
| 62 | Hard Rock |
| 63 | (MJP DSR 21-22, P.No. 51 I.No- 1 to 6 |
| 64 | Item No-4 |
| 65 | Lowering laying and jointing following HDPE pipes of various classes with HDPE 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 code etc. complete. |
| 66 | 90 mm PVC 4 Kg/cm2 |
| 67 | 75 mm PVC 4 Kg/cm2 |
| 68 | 63 mm PVC 4 Kg/cm2 |
| 69 | 80 mm GI Pipe For Rising Main |
| 70 | Item No-5 |
| 71 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete |
| 72 | (MJP DSR 21-22, P.No. 54 I.No-16 |
| 73 | Item No-6 |
| 74 | Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. |
| 75 | 80 mm dia PN 1. |
| 76 | 65 mm dia PN 1. |
| 77 | 50 mm dia PN 1. |
| 78 | (MJP DSR 21-22, P.No.181 I.No-4 |
| 79 | Item No-7 |
| 80 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. |
| 81 | (MJP DSR 21-22 P.No. 49 I.No-1b |
| 82 | Item No-8 |
| 83 | Refilling the trenches with available excavated 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. |
| 84 | Item No-9 |
| 85 | 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 provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. |
| 86 | 90 mm PVC 4 Kg/cm2 |
| 87 | 75 mm PVC 4 Kg/cm2 |
| 88 | 63 mm PVC 4 Kg/cm2 |
| 89 | 80 mm GI Pipe For Rising Main |
| 90 | SUB WORK NO 4 - MISCELLANEOUS WORK |
| 91 | Item no :- 1 |
| 92 | Commissioning,runningand maintaining the scheme to quantities,ratedcaoacity,including manning necessary personal such as oprater, valveman ,etc. as per requirement of the scheme and who should also administerchemical dose for a period of 3 months ,together with training of personalspaerd by local body as directed by Engineer-in-charge. |
| 93 | (MJP DSR 21-22, P.No. |
| 94 | Item no :- 2 |
| 95 | Providing & Fixing Information Board as per type design including necessary excavation for fixing M.S. angle post in all types of strata ,P.C.C.blocks in grade (1:2:4), angle post two section 50 x 50 x 6 mm of 2.75 M each, steel plate of 16 gauge & size 1.5 x1.2 meter supported by M.S. plate of size 25 x 6 mm of length 1.50 meter each @ top and bottom painting the angles and board by oil paint in two coats, writing letters on one coat of approved shade etc. completed |
| 96 | (PWD DSR 21-22, P.No.255, I.No.1(a) ) Please Enable Macros to View BoQ information |
