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Tender For Construction Of Source Work, Cwr, Pump House, Laying Of Rising Main, Supply Main, Distribution Lines, Providing Household Connections And Installation Of Solar Pump With Other Appurtenant Works Of Uduwa Solar Pumping W/S Scheme Of Block Bh, bhimtal-Uttarakhand

Drinking Water And Sanitation Department has published Tender For Construction Of Source Work, Cwr, Pump House, Laying Of Rising Main, Supply Main, Distribution Lines, Providing Household Connections And Installation Of Solar Pump With Other Appurtenant Works Of Uduwa Solar Pumping W/S Scheme Of Block Bh. Submission Date for this Tender is 10-05-2023. Solar Pump Tenders in bhimtal Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

37434156
Tender For Construction Of Source Work, Cwr, Pump House, Laying Of Rising Main, Supply Main, Distribution Lines, Providing Household Connections And Installation Of Solar Pump With Other Appurtenant Works Of Uduwa Solar Pumping W/S Scheme Of Block Bh
Open Tender
Indian
Uttarakhand
bhimtal
10-05-2023

Tender Details

Construction Of Source Work, Cwr, Pump House, Laying Of Rising Main, Supply Main, Distribution Lines, Providing Household Connections And Installation Of Solar Pump With Other Appurtenant Works Of Uduwa Solar Pumping W/S Scheme Of Block Bhimtal

Key Value

Document Fees
INR 4720 /-
EMD
INR 300000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction of Source works ,PH ,CWR and Laying of Rising main ,Supply main,Distribution lines and provide household tape connections for Uduwa village water supplyScheme.
Sl. No. Item Description
1Civil Works:- Supply of all mateials,labour T&P etc. and construct boulder filled Gallery 5 m wide with Intake chambers as per type design complete
2Same as above item 1(a) but variation in 5 m wide cross wall.
3Supply of all mateials,labour T&P etc. and construct Roughening filter cum collecting chamberas per type design complete
4Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer in charge. - for Nominal concrete 1:3:6 or richer mix.
5Excavation in soil mixed with shingle boulders etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5 M and lead up to 30 M with back filling, watering, ramming of excavated earth in the trenches.
6Soil mixed with boulders and bajari
7Medium rock
8Supply, Carting (site store to trench), lowering them into trenches, laying true to alignment and gradient, laying and jointing of pipe line by welding for making up lengths as required for proper completion of work of following grade & sizes ((Excluding cartage fromRail Head to site store.)
9MSERW Yst 210 Grade Pipe 80 mm dia 4.8 mm thick
10Supply of all materials, Carting from site store to site of work, Laying & Jointing of G.I. screwed pipes confirming to I S 1239 (Part I) (including supply of all jointing materials like specials, white lead, hemp & oil etc) in trenches with its cutting, threading and testing of pipe line and supply of labour ,T&p etc complete in all respect.
1165 mm dia
1250 mm dia
1340 mm dia
1432 mm dia
1525 mm dia
1620 mm dia
1715 mm dia
18Supply and fixing of the following fittings including cartage of materials labour T&P and testing of valves etc. complete.Wheel valves / Gate Valves /Sluice valve/Scour valve
1980 mm dia ,WP50kg/cm2
2065 mm
2132 mm
2225 mm
2320 mm
24Providing and fixing double acting air valve(a) 15 mm dia
25Supply of all materials, labour, T&P etc and construction of R.C.C.C.W.R. of following capacities ( in kiloliters ) with MS ladder outside and inside of the tank , M.S. M.H. cover with locking arrangement, ,supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover, ventilator column etc. complete with approved water proofing (apex)/enamal paint, testing,filling water for testing purpose etc. including supply of vertical pipes , specials, and testing of tank.
264 KL
2720 KL
2830 KL
29Supply and Installation ofBucket type chlorinator of 25 litr capacity as perdepartmental type design Complete.
30Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4( cement :4 coarse) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10(1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design - With F.P.S. bricks.
31Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 corase sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : - With F.P.S. bricks
32Construction of Break pressure tank (1mx1mx1m) including supply of all materials, labour, T&P etc complete.
33Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main.
3415 mm to25 mm
3532 mm to 40 mm
36Inserting and fixing water meters or fittings such as stop cocks, wheel valves etc. in the existing G.I. pipe lines including cutting and threading pipe and making long threads etc. complete,
37Upto 25 mm size
3832 mm to 40 mm
39Providing and fixing with all materials T&P labour Functional House Hold Tap Connection etc complete. (Including 6 meter G. I. pipe length)
40Supply of all materials, labour, T&P etc. & Shifting of Connections.(15 mm dia pipe).
41Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50m but excluding the cost of earth work.
4232 mm
4325 mm
4420 mm
45Carting,laying & jointing fixing and testing of dismantled pipes includinglowering them into trenches , laying true to alignment & gradient , laying & jointing of pipe line including cutting & threading of pipe for making up lengths as required for proper completion of work
4632 mm
4725 mm
4820 mm
49Supply of following sizes Bulk water meter (Electro magnetic flow meter) based on microprocessor (Including frieght charges & all taxes etc.)Confirming IS2373 with bolts,nuts,rubber,insertions etc.
5065 mm dia
5150 mm dia
52Supply of following sizes AMR water meter class B multijet as per IS 779-1994 Lora based module of 5 km range with all necessary fittings etc. complete.
5340 mm dia
5432 mm dia
5525 mm dia
56Supply and fixing polypropelene water meter boxof following sizes .
57Polypropelene water meter box Blue (293 mmx242x175mm)
58For Pump house & other apprutenant works Excavation work by mechanical means / manual means in foundation trenches or drains , including dressing of sides and ramming of bottoms, lift upto 1.5 m, and getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. - All kinds of soil.
59Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)grade excluding the cost of centering and shuttering : All work up to plinth level .
60Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand).
61Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand).
62Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
63Supplying and filling in plinth with earth, sand and other filling materials under floors including, watering, ramming consolidating and dressing complete.
64Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. for doors, window, ventilator, gate and similar works. use angle, square bar, etc
65Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. - Using Thermo-Mechanically Treated Bars.
66Providing and laying in position of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) grade, up toplinth level.
67Reinforced cement concrete different works upto floor five level excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
68Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. - Using Thermo-Mechanically Treated Bars FE 500D.
69Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece.
7062 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 liter per 50 kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
7112 mm cement plaster of mix in 1:6 (1 cement : 6 coarse sand)
72Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinkable priming coat to give an even shade.
73Finishing walls with exterior paint of required shade - New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
74Painting Steel work(doors, windows, etc.) with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture.
75Providing and fixing on wall face unplasticised Rigid PVC pipes. With 110 mm diameter
76Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm - White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.
77Providing and fixing PTMT bib cock of approved quality and color. - 15mm nominal bore, 90mm long, weighing not less than 93 grams.
78Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. - 15mm dia
79Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
80Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
81Providing and laying in position cement concrete of specified gradeAll work up to plinth level - 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).For Road reinstatement w& etc.works.
82Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. complete
83Reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.Cement concrete road
84Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers asrequired complete as per the direction of Engineer-in-charge Made ofG.I. wire of dia 4 mm
85E&M Works:- S.I.T.C. of Solar Centrifugal Pumping Plant with Accessories
86Supply of solar A.C/D.CCentrifugal pump (Dual energy based) with adequate capacity, motor complete with 1.0 Meter cable complete in all respectsfor 60000LPD/200 LPM at 200Mtr TDH(Total Dynamic Head) (1Set Pumps as stand bye)
87Supply of M.S Fabricated base plate for above pump and motor set, coupling water at 200 Mts Head
88Supply of solar pump controller (control panel cum starter) suitable for above motor as per following parameters. i)Inbuilt MPPT tracking facility ensuing over load under over voltage protection. Force Air colled, inverse exponential shutdown at the time of lack of radiation.
89AC/DC manual selector switch auto on/off failure depending of water level in tank by sensor based floating valve. 1- 65mmdia HDPE Pipe For Cablling. 50Mtr 2- 10sqmm solar cable 50Mtr
90Solar photo voltage poly crystalline solarmoduleminumum 20000wt. As per IEC standrard (for above pump) including Chain link/wire mesh fencing system of suitable size to protect solar PV module system From unathorized intrusion.
91Supply of main piping & valves as per scope of work and technical specifications
92S/o Chemical earthing material for pumping plant including earth electrode, aluminium earth strip etc as per I.E rules including sefety kit with lightening arrestor, electrode, Earth strip, Earthing compound, Earth kit etc
93Site development for construction foundation for PV module panel and other related items
94Construction RCC Foundation with suitable foundation Nut, Bolts and Supply & fitting of G.I. Solar Panel mounting structure including panel mounting clamp, pole etc complete in all respect.
95Installation, commissioning and setting to work and testing of entire equipment installed at site including supply of necessary fixing accessories like insulation, teflon tape etc.
9610 sq.mm x 3 core copper flexible cable
97Gauges
98Supply of Special tools and spanners with 2 Nos chain wrench
99Rubber insulation sheet 1 Mt. x 2Mt.x 0.025 Mt
100Supply and fixing of Electronic type dosing system complete with solenoid coil actuated pulsar circuit, diaphragm & electronically pulp capable of delivery max, 4LPH at 5.5kg./cm2 pressure operated 220Volt single phase A.C. Supply along with chemical injection device and 100Ltrs capacity of media tank complete with accessories.
101Liquid Chlorine required for six month maintenance
102S/o Chlorine Testing Kit
103Chain link fencing system of suitable size to protect solar PV module system From unathorized intrusion.
104Internal & external Electrification of Pump house
105Change Over switch 63 Amps
106One month TrialRunning & Five month operation, Maintenance including watch & ward.
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