864/WS-26/2021-22

Amount

M&L for cleaning of RCC Over Head reservoirs, Underground & Semi-underground sumps, Jack wells, Filter beds, clarifier for the following capacity as described below :- (a) Before starting the cleaning of RCC Over Head Reservoirs, UG & SUG Sumps, Jack wells, Filter beds, clariflocculator etc. are to be disconnected from all inlets/outlets of pipeline and plugged with suitable fittings. After cleaning, plugged line should be washed out and connected to the all inlets/outlets of pipe lines as per existing positions. (b) The inner surfaces of the walls and ceiling of the tank shall be cleaned with high pressure jet pump after emptying the water in the tank. (c) After thorough cleaning of the tank, the cleaning water and sludge is to be removed using pump and the sludge has to be disposed off at a place as directed. (d) After removing the sludge from tank, first the tank shall be cleaned thoroughly by using high pressure water pump and secondly the floor and inner surfaces of the tank shall be cleaned by using a industrial vaccum cleaner and the tank shall be made fully dirt free. (e) After making the tank dirt free, the inner surfaces of walls and ceiling of the tank shall be treated with anti bacterial agents. (f) After the treatment as mentioned at (e) above, the inner surfaces of walls and ceiling shall be treated with UV Radiator. (g) After complete treatment, tank capacity, date of cleaning and due date of cleaning shall be written on wall, including application of two coats of white wash to external surfaces, complete all as specified and directed. Semi underground drinking water sump 2 Lakh gallon capacity at Old BP Tank, Range road, New BP tank.

All as per srl item No 1.00 here-in-before but Clariflocculator plant of 1.5 lakh gallon capacity at Batwara Water Point, complete all as specified and directed.

All as per srl item No 1.00 here-in-before but Semi- underground drinking water sump 1.0 lakh gallon capacity at Atal Colony,11 FSG, complete all as specified and directed.

All as per srl item No 1.00 here-in-before but Semi- underground drinking water sump 75000 gallon capacity at Holiday home, Old BP tank, Chinar Mess, Arty Bde, complete all as specified and directed.

All as per srl item No 1.00 here-in-before but Semi- underground drinking water sump 50000 gallon capacity at Batwara Water Point, R Centre, complete all as specified and directed.

All as per srl item No 1.00 here-in-before but Semi- underground drinking water sump 40000 gallon capacity at SS Colony, complete all as specified and directed.

All as per srl item No 1.00 here-in-before but Semi- underground drinking water sump 20000 gallon capacity at 20 RR, complete all as specified and directed.

All as per srl item No 1.00 here-in-before but Underground/Semi-underground drinking water sump 10000 gallon capacity at Batwara Water Point, Hill area, complete all as specified and directed.

All as per srl item No 1.00 here-in-before but Semi-underground jack well of 2.75 mtr dia and 8.21 mtr deep and another of size 1.50 mtr dia and 9 mtr deep at Batwara Water Point, complete all as specified and directed.

All as per srl item No 1.00 here-in-before but Wash out water tank of capacity 20000 gallon at Batwara water point, complete all as specified and directed.

All as per srl item No 1.00 here-in-before but Overhead drinking water reservoir 40000 gallon capacity at 216 Transit Camp, complete all as specified and directed.

All as per srl item No 1.00 here-in-before but Overhead drinking water reservoir 50000 gallon capacity at 216 Transit Camp. Note for item srl No 1.00 to 12.00 :- (i) The unit rate quoted deemed to be inclusive of draining water with mechanical equipments and working in water and mud etc. (ii) The rate quoted by contractor deemed to be inclusive of all safety precautions which shall be taken while working on RCC Over Head Reservoirs/UG & Semi-underground Sumps/Jack wells/Filter beds/clariflocculator plant and the contractor or his Engineer shall be available during execution of the work. (iii) Lighting arrangements if required, shall be provided by the contractor temporarily at his own costs and the amount quoted for that is deemed to be inclusive in the unit rate. Electricity/Diesel will not be provided by the department. (iv) Contractor will not be allowed for more than one day to complete the work inside each tank to prevent interruption of water supply to the users.

Taking out existing filter media (sand and gravel) from filter bed and segregation of filter media for reuse and refilling the serviceable filter media and throwing away unserviceable filter media for a distance exceeding 1000 mtr from the site, complete all as specified and directed.

Supply and laying of new filter media including all carriages from Ganderbal to site of work, complete all as specified and directed for the following (a) Gravel of size 6mm dia (b) Gravel of size 2/3/4 mm dia (c) Fine sand Note : (i) The filter media consists of gravel and fine sand (ii) The sample of fine sand and gravel shall be approved by the GE befor laying. (iii) The size of layer of sand and gravel shall be laid after approval of GE.

M&L for taking out old/unserviceable umbrella type filter nozzles from filter beds and S&F of new umbrella type polypropylene filter nozzles in the perforated pipes of the filteration beds, complete all as specified and directed.

M&L for valve pit chamber of size 1.50 x 1.50 x 1.00 mtr in brick masonry using sub-class 'B' bricks in CM 1:4 incl necessary earth work, PCC 1:2:8 type B-2 (using 40mm graded crushed stone aggregate) as in foundation, suitable for 100/150mm sluice valve operation including fair finished walls with plastering and two coats of white wash including MS cover, complete all as specified and directed.

M&L for cutting and removing grass, plants, bushes etc., and taking away and destroying the grass, plants, bushes to a distance exceeding 2 KM from the site of work, complete all as specified and directed.

Supply and lowering MS Pipes(column pipe), heavy grade with all fittings of size 80mm bore suitable for borewell, complete all as specified and directed by Engineer-in-charge.

Supply and lowering MS Pipes(column pipe), heavy grade with all fittings of size 50mm bore suitable for borewell, complete all as specified and directed by Engineer-in-charge.

Supply and Packing of 'P' gravel of size 4 to 8mm around the linear assembly for the entire depth of bore hole up to ground level, complete all as specified and directed.

Developing tube well with compressor of suitable capacity under contractors own arrangement with required plants and equipments, tools and sockets, till sand free water of potable quality is obtained, for upto minimum 24 hrs. and after development testing of yield is to be carried out including draw down test, vertical test and acquifer test, complete all as specified and directed by Engr in charge.

Desludging underground sewage sump of internal dia upto 10 metre and depth up to 6 metre and removing away sludge to a distance not less than 50 metre including burying sludge into pits and covering pits with excavated earth and including cleaning of pump house inside and surrounding at a distance of 5 metre radius all around by removing of all vegetation, bushes, mud, dirt, dust etc. and shifting it to a distance not exceeding 50 metre including cleaning of pump and motors to match with existing surfaces, and applying two coats of white wash internally after preparation of surfaces, complete all as specified and directed by Engineer-in-charge. Note:- 1. Quoted rates shall be also include for excavation of pits for burying sludge and removing of surplus spoil to a distance not exceeding 50 metre. 2. T&P, Plant, man power, labour & transportation charges etc. shall be included in quoted rates.

Desludging underground sedimentation tank of capacity 25000 Gallons and removing away sludge to a distance not less than 50 metres including burying sludge into pits and covering pits with excavated earth and including cleaning surroundings of tank to a distance of 5 metre radius all around by removing of all vegetation, bushes, mud, dirt, dust etc. and shifting it to a distance not exceeding 50 metre including cleaning of pump and motors to match with existing surfaces, complete all as specified and directed by Engineer-in-charge. Note:- 1. Quoted rates shall be include for excavation of pits for burying sludge and removing of surplus spoil to a distance not exceeding 50 metre. 2. T&P, Plant, man power, labour & transportation charges etc. shall be included in quoted rates.

Desludging underground final effluent tank of capacity 50000 Gallons and removing away sludge to a distance not less than 50 metres including burying sludge into pits and covering pits with excavated earth and including cleaning surrounding of tank to a distance of 5 metres radius all around by removing of all vegetation, bushes, mud, dirt, dust etc. and shifting it to a distance not exceeding 50 metre including cleaning of pump and motors to match with existing surfaces, complete all as specified and directed by Engineer-in-charge. Note:- 1. Quoted rates shall also include for excavation of pits for burying sludge and removing of surplus spoil to a distance not exceeding 50 metres. 2. T&P, Plant, man power, labour & transportation charges etc. shall be included in quoted rates.

Desludging underground oxidation ditch and removing away sludge to a distance not less than 50 metres including burying sludge into pits and covering pits with excavated earth and including cleaning surroundings of tank to a distance of 5 metres radius all around by removing of all vegetation, bushes, mud, dirt, dust etc. and shifting it to a distance not exceeding 50 metres including cleaning of pump and motors to match with existing surfaces, complete all as specified and directed by Engineer-in-charge. Note:- 1. Quoted rates shall also include for excavation of pits for burying sludge and removing of surplus spoil to a distance not exceeding 50 metres. 2. T&P, Plant, man power, labour & transportation charges etc. shall be included in quoted rates.

Desludging underground balancing reservoir tank of capacity 150000 Gallons and removing away sludge to a distance not less than 50 metres including burying sludge into pits and covering pits with excavated earth and including cleaning surroundings of tank to a distance of 5 metres radius all around by removing of all vegetation, bushes, mud, dirt, dust etc. and shifting it to a distance not exceeding 50 metres including cleaning of pump house, complete all as specified and directed by Engineer-in-charge. Note:- 1. Quoted rates shall also include for excavation of pits for burying sludge and removing of surplus spoil to a distance not exceeding 50 metres. 2. T&P, Plant, man power, labour & transportation charges etc. shall be included in quoted rates.

Dewatering underground drainage sump of internal dia up to 9 metres and depth up to 5 metres including cleaning of sump and pump house inside and surroundings to a distance of 5 metres radius all around by removing of all vegetation, bushes, mud, dirt, dust, other foreign material etc. and shifting it to a distance not exceeding 50 metres including cleaning pump and motors and applying two coats of white wash internally after preparation of surfaces, and burying of foreign/waste material in pits and covering of pits with excavated soil, complete all as specified and directed by Engineer-in-charge. Note:- 1. Quoted rates shall also include for excavation of pits for burying sludge/waste and removing of surplus spoil to a distance not exceeding 50 metres. 2. T&P, Plant, man power, labour & transportation charges etc. shall be included in quoted rates.

Desludging underground dry filter bed and removing away sludge to a distance not less than 50 metres including burying sludge into pits and covering pits with excavated earth and including cleaning surroundings of filter bed to a distance of 5 metres radius all around by removing of all vegetation, bushes, mud, dirt, dust etc. and shifting it to a distance not exceeding 50 metres including cleaning existing surfaces, including filling/preparing the filtration bed comprising of the coarse bed of fine oval the rounded shape pebbles ranging from 40 to 65mm size to finer layer of fine sand up to 75% of depth and repairing of valve chamber, complete all as specified and directed by Engineer-in-charge. Note:- 1. Quoted rates shall also include for excavation of pits for burying sludge and removing of surplus spoil to a distance not exceeding 50 metres. 2. T&P, Plant, man power, labour & transportation charges etc. shall be included in quoted rates.

Excavation in trenches in hard/dense soil not exc 1.5 mtr wide & not exc 1.5mtr in depth for foundation of poles, laying under ground cables, pipes in trenches and getting out including dressing/trimming sides and levelling, grading and ramming of bottom of excavation, complete all as specified and directed by Engineer-in-charge.

Returning, filling in including spreading, levelling, watering and well ramming soil in layers not exc. 25 cm thick each, complete all as specified and directed by Engineer-in-Charge

Removal of surplus soil to a distance not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above starting point, complete all as specified and directed by Engineer-in-charge.

M&L for clean dry sand laid in trenches, ducts for bedding and cushioning to cable, including spreading and levelling, complete all as specified and directed by Engineer-in-Charge. Notes :- (i) Consolidated/ punned sand shall be measured and paid. (ii) The fine sand shall be used in the work.

Supply and laying bricks old sized sub-class 'B', of class designation 75, for the protection of cables, laid flat and dry across the cable, complete all as specified and directed.

S&F 50mm bore GI pipe of light grade, ISI marked for protection of cables alongwith the pole, across road crossing, passing through culvert etc. complete all as specified and directed.

Supplying, laying, testing and commissioning of cable LT XLPE insulated, armoured heavy duty electric cable with aluminium conductor,1100 volts grade, cross-sectional area 70 sqmm 3.5 including taking out existing old unserviceable cable, complete all as specified and directed. Make: Polycab/ CCI/ Finolex/ Gloster.

Repair & maintenance of LT Panel indoor/ outdoor type comprising of MCCBs as incoming and outgoing with digital metering and control wiring by disconnecting all incoming and outgoing connections, opening of LT cable incl refixing of cables after proper lugging and glands complete. Cleaning of all compartments from inside and outside including using anti-rust spray and checking and repairing of all controls, switches, meters etc. (if found defective) and painting complete panel board with two coat of synthetic enamel paint over a coat of red-oxide zinc chrome primer primer, after necessary scrapping and denting (Tint/colour of paint shall be approved by GE). Refixing of panel board upon angle iron frame of size 50 x50x 6mm and embedding in PCC of ratio 1:3:6 type B-2, complete all as specified and directed by Engr-in-Charge. Note:- (a) The MCCBs, MCBs, Voltmeter, Ammeter will be measured and paid saperately in respective item. (b) The cost for angle iron frame & PCC work shall be included in the quoted rates.

S&F in replacement MCCB of capacity 160A, 4 pole, 415 volts, breaking capacity 16 KA, complete all as specified and directed.

S&F in replacement MCCB of capacity 200A-250A, 4 pole, breaking capacity 25 KA, complete all as specified ad directed.

S&F in replacement Volt meter digital, 96 x 96mm size, 0-500 volts, AC, complete all as specified and directed. Make - L&T/ Rishabh/ Siemens/ HPL.

S&F in replacement ampere meter digital, 96 x 96mm size, 0-100A size, AC, complete all as specified and directed. Make - L&T/ Rishabh/ Siemens/ HPL.

S&F in repairs/replacement phase indicating lamps LED type RYB, complete all as specified and directed. Make- L&T/ Rishabh/ AE.

S&F in repairs/replacement die cast resin CT for digital Amp meter, ratio of CT, complete all as specified and directed Engineer-in-Charge. Make:- L&T/ Rishabh/ Siemens.

M&L for wiring of voltmeter or ammeter with copper conductor single core 1.5 sqmm size, complete all as specified and directed.

M&L for PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in foundations of electric poles, struts, PCC blocks etc., finished even and fair to exposed surfaces without using extra cement, complete all as specified and directed.

Taking out old and unserviceable sign boards, including supports and supplying and fixing single shaded reflective sign board of high intensity reflective sheet computer cut background of sky blue/ green colour and white letters (letters and diagrams to be written on the board, shall be provided by JE E/M/ Engineer-in-Charge) mounted on hardened aluminium alloy sheet, 2mm thick fixed on angle iron frame of suitable size and supported by angle iron/ square tubes, complete all as specified and directed by Engineer-in-Charge. Note:- Rates deemed to be included for angle iron/square tube frames, supports, nuts and washers etc.

M&L for 10mm thick rendering in CM 1:4 on stone masonry or other than fair faces of brick work, finished even and smooth without using extra cement including taking down existing plaster of any description, complete all as specified and directed.

M&L for preparation of plastered or unplastered old surfaces of walls including washing, rubbing down and scrapping of existing treatment and applying two coats of cement base paint on external surfaces, complete all as specified and directed.

M&L for brickwork with sub-class ‘B’ bricks, straight or curved on plan exc 6 mtr mean radius, built in CM 1:6, complete all as specified and directed.

M&L for preparation of old painted wooden surfaces of any description, not otherwise described, over 10 cm width or girth and applying one coat of synthetic enamel paint (ordinary tint), complete all as specified and directed.

M&L for cross arms, bracings, supports, clamps and back plates, fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of paint, complete all as specified and directed.

S&F BOD incubator suitable for BOD method for monitoring the waste water effluent. Incubator should of be with castor wheel mounted cabinet, double walled inner chamber made of aluminium/ SS and outer chamber made of MS with powder coating, chamber volume should be 90L with 70mm glass wool insulation, 5-105 degree celcius, complete all as specified and directed by Engineer-in-charge.

Supply only Magnese sulphate for BOD testing, complete all as specified and directed by Engineer-in-charge.

Supply only alkali iodide zinc for BOD testing, complete all as specified and directed by Engineer-in-charge.

Supply only H2SO4 (Sulphuric Acid) for BOD testing, complete all as specified and directed by Engineer-in-charge.

Supply only 0.025 N Sodium thiosulphate for BOD testing, complete all as specified and directed by Engineer-in-charge.

Supply only starch solution for BOD testing, complete all as specified and directed by Engineer-in-charge.

S&F copper conductor multistranded, FR, PVC sheathed, single core, 25 sqmm cable, complete all as specified and directed by Engineer-in-charge.

S&F copper conductor multistranded, FR, PVC sheathed, single core, 50 sqmm cable, complete all as specified and directed by Engineer-in-charge.

M&L for preparation of old painted steel surfaces of any description and in any position, over 10 cm width or grith and applying two coats of synthetic enamel paint, complete all as specified and directed by Engineer-in-charge.

M&L for writing letters or figures (Nos, block, roman, Italic or indian) not exc 30cm high with one coat of synthetic enamel paint over surface painted by black/ yellow colour (As decided by EIC), complete all as specified and directed by Engineer-in-charge.

Removing & Scraping existing paint, oil from body of motor & pump set, base frame including all exposed portion of pump set, preparing surfaces and spray (workshop premixed paint) painting the pump set of 12.5 HP to 30 HP capacity complete with two coats of synthetic enamel paint over a coat of red oxide, complete all as specified and directed by Engineer-in-charge. Note:- Colour codes of paint shall be decided by the Engr-in-Charge.

Removing & Scraping existing paint, oil from body of motor & pump set, base frame including all exposed portion of pump set, preparing surfaces and spray (workshop premixed paint) painting the pump set of 50 HP to 100 HP capacity complete with two coats of synthetic enamel paint over a coat of red oxide, complete all as specified and directed by Engineer-in-charge. Note:- Colour codes of paint shall be decided by the Engr-in-Charge.

Supply & laying broken stone boulder aggregates for loose filling, of gauge 40mm to 80mm graded, complete all as specified and directed by Engineer-in-charge.

M&L for surface dressing not exc 15cm deep and averaging 10cm deep and cleaning of surroundings of sewage/ drainage installation by cutting vegetation, bushes, grass etc. and surface dressing, complete all as specified and directed by Engineer-in-charge

Complete dismantling of pump and motor set with base frame after dismanting all mechanical & electrical connections of 100 HP capacity, kept aside and dismanting of existing PCC foundation and make new foundation as per manufacturers specifications & existing specifications with providing precast cement concrete solid building blocks of type B-1 1:2:4 (using 20mm graded crushed stone aggregate) and fixing back pump & motor set along with making all electrical & mechanical connections, complete all as specified and directed by Engineer-in-charge.

Complete dismantling of pump and motor set with base frame after dismanting all mechanical & electrical connections of 40-60 HP capacity, kept aside and dismanting of existing PCC foundation and make new foundation as per manufacturers specifications & existing specifications with providing precast cement concrete solid building blocks of type B-1 1:2:4 (using 20mm graded crushed stone aggregate) and fixing back pump & motor set along with making all electrical & mechanical connections, complete all as specified and directed by Engineer-in-charge.

Complete dismantling of pump and motor set with base frame after dismanting all mechanical & electrical connections of 15-30 HP capacity, kept aside and dismanting of existing PCC foundation and make new foundation as per manufacturers specifications & existing specifications with providing precast cement concrete solid building blocks of type B-1 1:2:4 (using 20mm graded crushed stone aggregate) and fixing back pump & motor set along with making all electrical & mechanical connections, complete all as specified and directed by Engineer-in-charge.

M/S REDLY ENGINEERS

M/S NEW FAROOQ TRADERS

M/S ZENITH TRADE LINK

M/S TAHIRA ENTERPRISES