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| 1 | Excavation in trenches in soft/loose soil not exc 1.5m wide and not exc 1.5 m in depth for layingof pipe lineetc not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out complete all as specified and as directed. |
| 2 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in any type of soil complete all as specified and as directed. |
| 3 | Removingexcavated soil to a distancenot exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed. |
| 4 | Dismantling and taking out exisitng rusted/croded PVC/Cement pipe of size 150 mm boreof any length & type including with complete fitting bailing out water if necessary complete all as specified and directed. |
| 5 | Dismantling and taking out exisitng rusted/croded PVC/Cement pipe of size 100 mm boreof any length & type including with complete fitting bailing out water if necessary complete all as specified and directed. |
| 6 | Dismantling and taking out exisitng rusted/croded CI pipe of size 100 mm bore spigot and socketed ends of any length & type including burning of lead/rubber joints and bailing out water of necessary all as directed. |
| 7 | Supply, laying and testing Ductile Iron pipes pressure with spigot & socket ends of 150 mm bore class K-7centrifugally cast conforming to IS:8329/2000 blast furnace slag cement portland cement properties suitable for push-on jointing with inside surface cement mortar lining, with internal metallic zinc coating and external black bitumen coating, duly ISI marked complete laid in trenches or under the roads, with and including tyton rubber gasket push-on joints as required at site complete all as specified and as directed |
| 8 | ll as per ser item No. 7 above but for DI pipe of 100mm dia bore. |
| 9 | Supplying & fixing DI special fittingsin replacement of any size, type, radius, angle, tapers, increasing, decreasing sockets, tees, tail pieces and collars etc complete upto 200mm dia complete all as specified and directed. NOTE FOR SER ITEM NOs. 4 to 9(a)Excavation & other earth work will be measured and paid separately under relevant items of Schedule A. |
| 10 | Taking out u/s rusted corrodedPVCpipe of size 50 mm dia after cutting/unscrewing including all fittings from trenches /along walls/under roar etc complete all as specified and directed. |
| 11 | Taking out u/s rusted corrodedPVCpipe of size 40 mm dia after cutting/unscrewing including all fittings from trenches /along walls/under roar etc complete all as specified and directed. |
| 12 | Taking out u/s rusted corrodedGIpipe of size 20 mm dia after cutting/unscrewing including all fittings from trenches /along walls/under roar etc complete all as specified and directed. |
| 13 | Taking out u/s rusted corrodedGIpipe of size 25 mm dia after cutting/unscrewing including all fittings from trenches /along walls/under roar etc complete all as specified and directed. |
| 14 | Taking out u/s rusted corrodedGIpipe of size 40 to 50 mm dia after cutting/unscrewing including all fittings from trenches /along walls/under roar etc complete all as specified and directed. |
| 15 | Taking out u/s rusted corrodedGIpipe of size 80 mm dia after cutting/unscrewing including all fittings from trenches /along walls/under roar etc complete all as specified and directed. |
| 16 | Supplying & laying and testing GIpipe80 mm dia medium grade along with all fittings laid intrenches/wall/along road complete all as specified and directed. |
| 17 | Supplying & laying and testing GIpipe50 mm dia medium grade along with all fittings laid intrenches/wall /along road complete all as specified and directed. |
| 18 | Supplying & laying and testing GIpipe40 mm dia medium grade along with all fittings laid intrenches/wall /along road complete all as specified and directed. |
| 19 | Supplying & laying and testing GIpipe25 mm dia medium grade along with all fittings laid intrenches/wall /along road complete all as specified and directed. |
| 20 | Supplying & laying and testing GIpipe20 mm dia medium grade along with all fittings laid intrenches/wall /along road complete all as specified and directed.NOTE FOR SER ITEM NOs. 10 to 20(a)Excavation & other earth work will be measured and paid separately under relevant items of Schedule A. |
| 21 | Material and labour in repalcement forgun metal gate valve (ISI marked) with iron wheel both ends screwed for iron pipe 50 mm bore including removing of defective gate valve complete all as specified and directed. |
| 22 | Material and labour in repalcement for gun metal gate valve (ISI marked)with iron wheel both ends screwed for iron pipe 40 mm bore including removing of defective gate valve complete all as specified and directed. |
| 23 | Material and labour in repalcement for gun metal gate valve (ISI marked)with iron wheel both ends screwed for iron pipe 25 mm bore including removing of defective gate valve complete all as specified and directed. |
| 24 | Material and labour in repalcement for gun metal gate valve (ISI marked)with iron wheel both ends screwed for iron pipe 20 mm bore including removing of defective gate valve complete all as specified and directed. |
| 25 | Material and labour in repair, rectifying andaresting the water leakage in old CI/DI pipe line of dia 200 mm including necessary excavation & earth work, bailing out stagnated /muddy water and providing CI /DI joint with lead, wool, etc. to stop the leakage complete all as specified and directed. |
| 26 | All as per serial item No. 25 above but CI/DIpipe of size 150 mm dia bore. |
| 27 | All as per serial item No. 25above but CI/DI pipe of size 100 mm dia bore. |
| 28 | All as per serial item No. 25 but CI/DI pipe of size 80 mm dia bore. |
| 29 | Note for serial no. 25 to 28 : -(i) Contractor will depute sufficient mapower and other T&P requiredto attend the leakage as per complaint on daily basis and no extra payment shall be made to contractor on this account. (ii) The site for attendingleakage shall be handed over to contractor as per site requirement on daily basis. (iii) Contractor or his authorised rep will collect complaint of leakage from concerned JE on daily basis and will complete on same day.(iv) If leakage again found in execited work, the same shall be rectified by the contractor withoutextra cost. (v) Contractor will provide requisite equipments like JCB, tractor. etc. on his own arrangement for rectifying the leakage as per site requirement and no extra payment shall be made to contractor on this account. |
| 30 | Material and labour in repairs to leakage of GI pipe line 50 mm dia incl bailing out of stagnated/muddy watertill restore the water supply with and including replacement of necessaryfittings such as elbows ,nipples, union, reducers, etc. as required, of GIpipe line upto 1 m as per site requirementincluding necessary excavation and earth work complete all as specified and directed. |
| 31 | All as per serial item No. 30 here-in-before but GI pipe of size 40 mm dia. |
| 32 | All as per serial item No. 30 here-in-before but GI pipe of size 25 mm dia. |
| 33 | All as per serial item No. 30here-in-before but GI pipe of size 20mm dia. |
| 34 | Note for serial no. 30 to 33 : -(i) Contractor will depute sufficient mapower and other T&P requiredto attend the leakage as per complaint on daily basis and no extra payment shall be made to contractor on this account. (ii) The site for attendingleakage shall be handed over to contractor as per site requirement on daily basis. (iii) Contractor or his authorised rep will collect complaint of leakage from concerned JE on daily basis and will complete on same day.(iv) If leakage again found in execited work, the same shall be rectified by the contractor withoutextra cost. (v) Contractor will provide requisite equipments like JCB, tractor. etc. on his own arrangement for rectifying the leakage as per site requirement and no extra payment shall be made to contractor on this account. |
| 35 | Material and Labour in repairs construction of brick masonary valvechamber size 90 X60 X 100 cm (internal dimensions) with brick work one brick thick wall using sub class \"B\" bricks old size in cement mortar 1:6 including demolition of existing valve pit, necessar excavation and earth work,type \"C\" including PCC 1:5:10 type E-2 using 40 mm graded stone aggregate in foundation, coping on top in PCC 1:2:4 type B-1 using 20 mm graded stone aggregate , inner plaster 10 mm thick in cement mortar 1:4, external plaster 15mm in cement mortar 1:4 upto 15 cm below GL, MS sheet cover 2mm thick with locking arrangement duly painted with two coats of synthetic enamel paint over a coat of red oxide primer complete all as shown on drawing No : CEJZ/TD-1060/08 Sh1/3 to 3/3 and specified and directed. |
| 36 | Supply and fixing in replacement200mm dia sluice valve PN 1:0, ISI marked, confirming to IS-14846, flanged and drilled, Steel spindle and iron wheel including jointing material such as nuts, bolts, washers, rubber sheet, etc. and testing complete all as specified and directed. |
| 37 | Supply and fixing in replacement150mm dia sluice valve PN 1:0, ISI marked confirming to IS-14846, flanged and drilled, Steelspindle, iron wheel including jointing material such as nuts, bolts, washers and rubber sheet etc. and testing complete all as specified and directed. |
| 38 | Supply and fixing in replacement100mm dia sluice valve PN 1:0, ISI marked confirming to IS-14846, flanged and drilled, Steel spindle and iron wheel including jointing material such as nuts, bolts, washers and rubber sheet etc and testing complete all as specified and directed. |
| 39 | Supply and fixing in replacement80mm dia sluice valve PN 1:0, ISI marked confirming to IS-14846, flanged and drilled, Steel spindle and iron wheel including jointing material such as nuts, bolts, washers and rubber sheet etc and testing complete all as specified and directed. |
| 40 | Supply and fixing in replacement 200 mm dia NRV, ISI marked confirming to IS-14846, flanged and drilled, including jointing material such as nuts, bolts, washers and rubber sheet etc and testing complete all as specified and directed. |
| 41 | Supply and fixing in replacement 150 mm dia NRV, ISI marked confirming to IS-14846, flanged and drilled, including jointing material such as nuts, bolts, washers and rubber sheet etc and testing complete all as specified and directed. |
| 42 | Dismantling of existing defective cast iron sluice valve 200 mm dia and repairing the same including replacement of Steel spindle with check nut, gate valve, ring , gland etc. testing and commissioning complete and re-fixing the same including replacement of worn out nuts, bolts gasketetc and testing complete all as specified and directed. |
| 43 | Dismantling of existing defective cast iron sluice valve 150 mm dia and repairing the same including replacement of Steel spindle with check nut, gate valve, ring , gland etc. testing and commissioning complete and re-fixing the same including replacement of worn out nuts, bolts gasketetc and testing complete all as specified and directed. |
| 44 | Dismantling of existing defective cast iron sluice valve 100 mm dia and repairing the same including replacement of Steelspindle with check nut, gate valve, ring , gland etc. testing and commissioning complete and re-fixing the same including replacement of worn out nuts, bolts gasketetc. and testing complete all as specified and directed. |
| 45 | Dismantling of existing defective cast iron sluice valve 80mm dia and repairing the same including replacement of Steel spindle with check nut, gate valve, ring , gland etc. testing and commissioning complete and re-fixing the same including replacement of worn out nuts, bolts gasketetc. and testing complete all as specified and directed. |
| 46 | Material and Labour construction of brick masonary valvechamber size 135 X 100 X 120 cm (internal dimension) Type \"E\" using sub class \"B\" bricks complete including demolation of existing valve pit,earth work etc.including PCC 1:5:10 type E-2 using 40 mm graded stone aggregate in foundation, coping on top in PCC 1:2:4 type B-2 using 20 mm graded stone aggregate ,inner plaster 10 mm thick in cement mortar 1:4,MS sheet cover with locking arrangement duly painted with two coats of synthetic enamel paint over a coat of primer red oxide complete as per drawing and all as specified and directed. |
| 47 | Supply and fixing in repairs glow sign board of size 750mm x 1000mm x 100mm fabricated made out from GI sheet of size not less than 2.0mm thick for all four sides and back side of the board and for front side using acrylic sheet with white colour vinyl film with computerised cut/printed letters/pictures as required size/shape as approved by Engr-in-Charge including provn of 04 Nos. LED tube light fittings 2\"x10 Watts fixed inside the board complete all prewired with 3 core flexible copper conductor cable and including welding griding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary nuts and bolts on inside wall of the MES installation/ pump house building with angle iron of size 40mm x 40mm x 6mm with nut/bolts or grounting on wall complete and writting letters of installation details, flow diagrams, water distribution area, MES logo as per direction/sample etc., complete all as specifiessd and directed. NOTE: Cost of service cables of suitable size required to connect the glow sign board from switch board and testing shall be deemed to be included in the quoted rate. |
| 48 | Material and labour for Scrubbing cleaning the exterior surface of OH reservoir 18 mtr staging of 1,00,000 gallons capacity including applying two coats of cement base paint on the outer surface and two coats of synthetic enamel paint on ladder/scafoldings fitted from ground to reservoir and writing the date of cleaning and capacity of tank, size of letter not exceeding 30cm with white synthetic enamel paint over black synthetic enamel paint of existing size, including arrangements of necessary scafolding complete all as specified and directed |
| 49 | All as per ser item No. 48 above but for overhead reservoir of capacity 50,000 gallons. |
| 50 | All as per ser item No. 48 above but for overhead reservoir of capacity 35,000 gallons. |
| 51 | Supply, laying, fixing and testing in repairsSubmersible pump, electric driven 415 V, three phase suitable for 200/250 mm dia bore well (Casing pipe size 200/250 mm) complete 25 HP (33.5 KW) with head range 80 mtr, discharge 10000 GPH ,10 Stage an include taking out the existing pump set complete all as specified and directed. (Note old unserviceable submersible pump set will be depostited in E/M store yard) |
| 52 | Supply, laying, fixing and testing Submersible pump, electric driven 415 V, three phase suitable for 100/150 mm dia bore well complete 10 HPwith head range 60 mtr, discharge 7000 GPH ,05 Stage include taking out the existing pump set complete all as specified and directed.(Note old unserviceable submersible pump set will be depostited in E/M store yard) |
| 53 | Material and labour for cleaning of existing RCC over head water storage tank of capacity 1,00,000 gallons on 18 m stagging by carrying out the following works complete by specialised water tank cleaner complete all as specifiessd and directed.:-(i)Dewatering the tank with sufficient man power and required tools & plants.(ii)Removing the sludge, mud, dirt, slit, dissolved iron water, etc., thoroughly from walls, corners and floor/base of the tank as directed.(iii)Treating the wall with bleaching powder; rubbing, scrubbing the deposited particles, iron contents, from base/floor, walls & corners, etc. completely by using wire brushes. (iv) Taking out all silt , sludge and dirt from the sump/reservoir and depositing to a distance up to 50 m complete.(v)After primary cleaning the empty sump shall be cleaned further with mixture of fresh water and potassium perrmangnate @ 2% with water & washing the sump shall be continued till water stored in tank looks clean to the entire satisfaction of enginner in charge. |
| 54 | NOTE: (a)The work shall be got executed through a reputed specilaized water tank cleaner as directed(b)All equipments/materials required for cleaning of tank will be brought by the contractor and no extra cost will be paid in this effect.(c)The contractor must intimate atleast one week in advance for cleaning of tank and only after approval of Engr -in-charge/GE, the cleaning will be carried out.(d)The contractor must carry out all the process in such a way that the complete inside cleaning process as mentioned above must be finished in one day only to causeminimum disturbance to regular water supply to connected area.(e)The contractor must cater for all safety arrangement i. e. safety belts/ helmet / safety harness, scaffolding etc for working man power and inspecting staff and no extra cost will be paid in this effect.(f) The cost of cleaning area / grass cutting / removal of minor bushes / roots of dead tree within 15 metre radius from plinth protection of the tank shall be deemed to be included in the unit rate.(g)The branches of trees covering the roof of OHR should be trimmed by the contractor up to 5 mtr distance from OHR and no extra cost will be paid in this effect.(h)Insurrance of all persons working on OHR must be done by contarctor and is fully responsible for any risk involved.(j) Writing \"Date of cleaning, numbering of water level Display and capacity of over head reservoir\" on OH Reservoir of any capacity with white paint in english letters not exceeding 30 cm high over black painted surface. |
| 55 | All as per ser item No. 53 above but for overhead reservoir of capacity 50,000 gallons. |
| 56 | All as per ser item No. 53 above but for overhead reservoir of capacity 35,000 gallons. |
| 57 | All as per ser item No. 53 above but for overhead reservoir of capacity 25,000 gallons. |
| 58 | Supply and fix in replacement of 60 W LED light fitting made of pressure die cast aluminium alloy for housing heat sinkfor effective thermal management studyness excellent corrosion resistance cable gland is used for maintaining ingressprotection epoxy powder coated grey colour finish after phosphochromate treatment, tempered protective toughened glass, thermal shock and impact resistance fixed to the housing with SS screws.High efficacy long life LED module with the SMD LED package mounted on MCPCB with lumen efficacy of LED >140 lumen/Watt with PC lens to ensure better uniformity of light distribution, ambient temperature 35 degree celcius .and system lumen 9000 for above.Power by built in isolated electronic driver SMPS base constant current supply with lower THD, output open slash short circuit protection , Over voltage protection , Phase to phase protection , surge voltage protection10 KVA.with IK 07 and IP 66 protection, CCT 5700K CRI more than 70 THD<10%, SPD 10 KVA for internal and external 10 KVA extra should be fixed with fitting, PF> 0.95 IP66 IK07 protection with life of 50000Hrs @ L70 operating temp -10 degree to +50 degree input supply voltage range 140/270V frequency 50/60Hz .Driver safety requirement standard: IS 15885/2/13, driver performance requirement IS 16104.Photobiological safety norms IS 16108.Certification LM 79 for luminar LM 80 for LED.And warranty should be 5 Years on site. Make : Wipro/Philips/Havells Note:- Contractor shall produce the Genuineness and warranty certificate from the manufacturer before fixing. 2. All complaints will be rectified on PRIORITY basis upto completion of contract.3.Contractor will arrange /provide suitable ladder (Telescopic/Hydra) with technicians for repair of street lights from statrting of contract upto date of completion of the work. |
| 59 | Materail and labour for cutting existing CI/DI water mains of 200mm dia (in position) for insertion of new tees, branch connections, water meters etc.,include for turning water off and on and draining and refilling complete all as directedNOTE: Cost of CI/DI fittings shall be measured and paid for separately under relevant item. |
| 60 | Materail and labour for cutting existing CI/DI water mains of 100mm dia (in position) for insertion of new tees, branch connections, water meters etc.,include for turning water off and on and draining and refilling complete all as directedNOTE: Cost of CI/DI fittings shall be measured and paid for separately under relevant item. |
| 61 | Materail and labour for cutting existing CI/DI water mains of 80mm dia (in position) for insertion of new tees, branch connections, water meters etc.,include for turning water off and on and draining and refilling complete all as directedNOTE: Cost of CI/DI fittings shall be measured and paid for separately under relevant item. |
