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Manning And Operation Of Mh Pump House No . 2 And Swimming Pool 12 Garhwal And Certain Repair And Replacement Of Zone C Area Under Age E/M-I Of Ge Dehradun, GE DEHRADUN-Uttarakhand

Military Engineer Services-MES has published Manning And Operation Of Mh Pump House No . 2 And Swimming Pool 12 Garhwal And Certain Repair And Replacement Of Zone C Area Under Age E/M-I Of Ge Dehradun. Submission Date for this Tender is 20-01-2021. Pump House Construction Tenders in GE DEHRADUN Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

26440226
Corrigendum : Manning And Operation Of Mh Pump House No . 2 And Swimming Pool 12 Garhwal And Certain Repair And Replacement Of Zone C Area Under Age E/M-I Of Ge Dehradun
Open Tender
Indian
Uttarakhand
GE DEHRADUN
20-01-2021

Tender Details

Manning And Operation Of Mh Pump House No . 2 And Swimming Pool 12 Garhwal And Certain Repair And Replacement Of Zone C Area Under Age E/M-I Of Ge Dehradun

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 13-Jan-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 20-01-2021
2 13-Jan-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 20-01-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 93000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work:- Manning & Operation of MH Pump House No. 2 and Swimming Pool 12 Garhwal and Certain repair/replacement of Zone 'C' Area under AGE E/M-I of GE Dehradun
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Providing services for daily manning and operation of plant and machinery of MH pump house No. 02 for 11 months concurrently in two shifts per day by deploying 01operator (skilled) in each shift as mentioned below, including Sundays and holidays from the date of commencement of work/handing taking over of installation between contractor and department, all as specified and directed by Engr-in-charge.\n(i) Centrifugal Pump Set-02 Nos, Chlorine Plant, DG Set, Valves and other accessories Installed at pump house.\n(ii) Total Nos of units : 01 intallation x 334 days x 02 Shifts = 668 Shifts\n(iii)Shift 01- 0600 Hrs to 1400 Hrs\n(iv) Shift 02-1400 Hrs to 2200 Hrs 668 Per Shift
2 2 Providing services for daily manning and operation of plant and machinery of of swimming pool at 12 Garhwal of size 25x9.5 M for in two shifts per day during summer season by deploying 01 operator (skilled) in each shift as mentioned below, including Sundays and holidays from the date of commencement of work/handing taking over of installation between contractor and department, all as specified and directed by Engr-in-charge.\n(i) Pressure water filter capacity 135 Cum/Hr with all fittings and valves, Centrifugal pumping sets of capacity 17.5LPS - 3 Nos, Chloronome plants 12 LPH.\n(ii) Total Nos of units : 01 intallation x 240 days x 02 Shifts = 480 Shifts\n(iii) The plant shall be handed over after onset of summer season as decided by Engineer-in-charge.\n(iv)Shift 01- 0600 Hrs to 1400 Hrs\n(v) Shift 02-1400 Hrs to 2200 Hrs 480 Per Shift
3 3 Providing services for daily manning and operation to attend External water supply day to day complaints received at following complaints cells including Sunday/ Holidays"\n(a) Patia Complaint Cell - 01 No pipe fitter (Skilled)\n(ii) Total Nos of units : 01 intallation x 334 days x 01 Shifts = 334 Shifts\n Note : The pipe fitter will be provided with necessary tools (i.e. pipe wrench, die set upto 50mm dia, cutting tools, digging tools etc) and equipments for attending and rectifying day to day complaints received from MES complaint cell all as directed by Engr-in-Charge. 334 Per Shift
4 3.01 Notes for item 01 to 03:- \n(i) The rate quoted for items of outsourcing shall include minimum wages as notified by Government of India/ concerned State Government /Local Body, whichever is higher and also not less than applicable rates for contribution of employer towards EPF, contribution to ESIC, contribution of Bonus and LWC under respective headings/ sub itmes.
5 3.02 (ii) The prevailing rate/wage/contribution shall be as applicable on the bid submission end date.
6 3.03 Notes (Contd).\n(a) The pump houses shall be operated round the clock for three shifts in a day including holidays & Sundays with one operators (skilled) in each shift. \n(b) The swimming pool shall be operated for two shifts in a day including holidays & Sundays with one operators (skilled) in each shift during summer season as directed by Engr-in-Charge.\n(c) The operators employed shall be ITI qualified with minimum of 05 years working experience on similar type of installations.\n\n
7 3.04 (d) In case of absence of an operator during a shift, payment of that shift shall not be made.\n(e) In addition to deduction of payment as above a panelty of Rs. 1500/- per shift shall be levied for absent period.\n(f) The rates quoted by the contractor shall include employment of a reliever as per labour law and nothing extra shall be paid on this account .\n(g) Contractor will be responsible for timely collection of chemicals, POL, Engine Oil from MES Store Yard as and when required.\n(h) The rate also include regular greasing and oiling of pump sets, motors gland packing for pump sets. However, other repairs/maint store required shall be measured and paid separately. The contractor shall be responsible for the complete security of the plant including necessary watch and ward, maintenance of garden lawn etc.
8 4 M&L for Pumping out water, removing the sediments and mud, algae from the swimming pool of size 25 x 9.5 Mtr with 4.5 mtr deep diving tank and balancing tank (fresh water inflow tank), bleaching tank, areation fountain etc by using diesel driven pumpset to clean the walls, floors/ ducts/ channel and aerator complete including surface of glazed tiles painted and cemented surfaces by using scrappers, brushes, and other mechanical equipments, washing the surfaces with clean water and applying Hydrochloric acid and other detergents and drying in open all as directed by Engineer-in-charge. . Note: The tenderers are adviced to visit the site to know the exact condition of the swimming pool before quoting the rate.Cleaning of swimming Pool and Balancing Tank, removing of sand in bottom and descaling/scrapping of wall and washing with Maic solution 101 and drying as directed by Engineer-in-charge. 2 Each Job
9 5 S&F in replacement, high density synthetic float ball of size 6” (150mm) with double hook for suction sweeper, all as specified and directed. 8 Each
10 6 Maintenance and cleaning of swimming pool 1,55,000 Gallon, including brushing and cleaning the following areas of swimming pool using nylon brushes with rod, one day before suction sweeping, all as specified and directed. 60 Each Job
11 7 S&F in replacement, Nylon brush of size 700x100 mm, all as specified and directed. 5 Each
12 8 S&F in replacement, Nylon rope, 12mm dia for the suction sweeper, all as specified and directed. 50 Kg
13 9 S&F in replacement, flexible hose, ribbed type, high density, 50mm size, all as specified and directed. Make:- Dinoflex or equivalent. 60 RM
14 10 M&L for earthing complete with using galvanized mild steel earth plate (electrode) 600 mm x 600 mmx 6 mm thick buried directly in ground, earth pit not less than 2.25 mtr deep below ground level with top edge of the earth plate not less than 1.50 m below ground level and earth plate surrounded with adequate quantity of charcoal dust mixed with salt to be packed thickness of 15 cm all round the plate using using galvanised iron strip 25x4mm as earth lead moulded and rivetted to earth plate at one end and connected to main equipment at switch/control board at another end, GI earth lead protected in and including 15 mm dia GI ‘medium grade’ pipe from upper end of earth plate upto equipment with & including 20 mm dia bore GI pipe ‘medium grade’ as water pipe from earth chamber to upper edge of the earth plate, GI funnel with wire mesh fixed on water pipe and provision of PCC 1:2:4 type B1(using 20 mm graded stone agg) as in pits chamber and RCC pit cover 50 mm thick of precast RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as per electrical plate No.3 of SSR Part-II 2010 and testing on completion all as specified and directed.\n 5 Each
15 10.01 Note: (i) If the desired earth resistance is not found within permissible limit shall be redone by contractor at no extra cost.\n(ii) Cost of GI wire 4 sqmm and 15 mm dia pipe medium grade upto 7.5 mtr is included in the rate quoted for this item
16 11 M&L for cleaning of pump house area by means removing of debris, cutting of grass, bushes, plant growth and disposed off up to a distance not more than 50mtr from the starting point all as directed at site at various pump houses under Zone ‘B’ area. 600 Sqm
17 12 Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft soil. 600 Sqm
18 13 M&L for cement concrete 75mm thick type D2 1:4:8 (40 mm graded aggregate) in sub base to floors finished fair and even complete all as specified and directed. 600 Sqm
19 14 M&L for 40 mm thick cement concrete (1:2:4) type B-1 (using 20 mm graded aggregate) for flooring finished even & fair with using extra cement complete all as specified and directed. 400 Sqm
20 15 M&L for 25 mm thick cement concrete (1:2:4) type B-0 ( using 12.5 mm graded aggregate) for flooring finished fair and even with using extra cement complete all as specified and directed. 200 Sqm
21 16 M & L 60mm thick precast concrete rubber moulded coloured machine pressed interlocking paver block any shape and size confirming to IS 15658-2006 of, M-35 Grade 200 Sqm
22 17 Supply only Calcium Hypo Chloride having 65%-70% Chlorine Content (Calcium based granular disinfectant) for general water treatment, in factory sealed container/drum (45 kg packing), complete all as specified and directed as per following specifications:- Make:- Shree Royal seema/Declibac Tech\n(a) Chemical analysis & physical observations : \nDescription : Whitish granules, \nGranular size (Mesh passing through - 100 BSS): 1.1(+ 0.1)%, \nWater/moisture : < 5.00%Mercury & other heavy metal contaminants : BDL. \n\n\n 2500 Kg
23 17.01 (b) Strength in terms of quantity of chlorination chemical required to obtain free chlorine of 1 ppm per lakh liters of water: Requirement must be 140-200 gm per one lakh liter of water to achieve 1 ppm Average at injection point (site & raw water quality variations may apply additionally).
24 18 Supply of stable bleaching powder Grade – I conforming to IS-1065/1989 (IInd Revision) as amended upto date having available chlorine contents minimum 34% by mass and packed in 25 Kg polythene bag having double fold complete all as specified and directed by Engineer-in-Charge and as per following specifications:-\nBleaching powder (Calcium Hypo Chloride), Chlorine formula : Ca (OCl)2\nMolecular weight : 142.96, \nPhysical Appearance : white fine powder, \nChlorine content :- 30 % ± 1%, \nMoisture : 0.5 % Max \nOn heating at 10 ± 2°C it dose not lose more than 1/15 of available chlorine\nPassing through 1.7mm sieve : 99% \n 1800 Kg
25 19 Supply of Alum Ferric Sulphate (Grade-4) (best quality as per sample) for purification of water (containing lead (as PB) 30 ppm max and arsenic 6ppm max) confirming to IS-299/2012 (Revised) as amended up-to-date complete all as specified and directed by Engineer-in-Charge. (Note:- The Alumino Ferric Sulphate shall be supplied in superior quality Bricks (Slabs) as per IS specifications. Manufacturers Name/Trade Mark shall be engraved on each brick (slab) in addition to marking of relevant Clause of IS specification).\n 12000 Kg
26 20 Taking up or down cast iron pipe of tyton joint type from trenches including dismentling tyton joints type & removing for disposal for the pipes of 150 mm bore complete all as specified and directed. 300 RM
27 21 Taking up or down cast iron pipe of tyton joint type from trenches including dismentling tyton joints type & removing for disposal for the pipes of 100 mm bore complete all as specified and directed. 200 RM
28 22 Supplying and laying in trenches CI spun pipe 150 mm bore, centrifugally cast, with flanged end, class LA of the following bores complete all as specified and directed. Make : Electrosteel/TATA 500 RM
29 23 Dismandling and taking out the existing corroded / scaled PPR pipe with fittings connections from trenches, walls, ceiling or floor and removal from site or disposed off for the following sizes complete all as specifed and directed. Note: Excavation and earth work shall be measured and paid seperately under respective item of schedule "A"\n
30 23.01 (a) 20 mm bore 5000 RM
31 23.02 (b) 50 mm bore 500 RM
32 24 Supply, Laying, fixing & testing galvanished iron water tubing 'medium grade; ISI marked with and inclduing all GI fittings such as flanges, unions reducers sockets, socket reducing bends , elbows, tee, checkneuts, caps, plugs etc laid in trenches for the following sizes complete all as specifed and directed. Make : TATA/Prakash/Jindal Note: Excavation and earth work shall be measuered and paid seperately under respective item of schedule "A" \n
33 24.01 (a) 20 mm bore 500 RM
34 24.02 (b) 50 mm bore 500 RM
35 25 Supply, Laying, fixing & testing galvanished iron water tubing 'medium grade; 20 mm bore ISI marked with and inclduing all GI fittings such as flanges, unions reducers sockets, socket reducing bends , elbows, tee, checkneuts, caps, plugs etc fixed to wall, lain in floors for the following sizes complete all as specifed and directed. Make : TATA/Prakash/Zenith 4500 RM
36 26 Dismantling/taking out defective Gun metal gate valve and S&F for Gun metal gate valve 20 mm bore ISI marked with iron wheel head by screwing/cutting of existing pipe lines for the following size complete all as specifed and directed. Make :Prayag/ SANT/LEADER\n 300 Each
37 27 M&L for excavation in trenches in any type of soil not exceeding 1.5 Meter wide and not exceeding 1.5 Meter deep in any type of soil including cutting in slopes etc for laying of pipe line including getting out, complete all as specified and directed. 350 Cum
38 28 M&L for returning, filling in, including spreading, leveling, watering and well ramming in layers in soft / loose soil not exceeding 25 cm in each layer complete all as specified and directed by Engineer-in-Charge. 315 Cum
39 29 M&L for removal of excavated material (Soil) to a distance up to 50 Meter from starting point and depositing where directed at level not exceeding 1.5 Meter above as directed by Engineer-in-Charge. 35 Cum
40 30 S&F for 20mm dia PTMT ball valve high pressure with polythene float and fly nut complete all as specified and directed. Make : Prayag/Polytuf 180 Each
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