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Tender For Construction Of Source Work, Pump House Cwr, 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 Bhi, bhimtal-Uttarakhand

Drinking Water And Sanitation Department has published Tender For Construction Of Source Work, Pump House Cwr, 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 Bhi. Submission Date for this Tender is 10-07-2023. Pipe Laying Tenders in bhimtal Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

38429843
Tender For Construction Of Source Work, Pump House Cwr, 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 Bhi
Open Tender
Indian
Uttarakhand
bhimtal
10-07-2023

Tender Details

Construction Of Source Work, Pump House Cwr, 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 220000.0 /-
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
1Supply of all mateials,labour T&P etc.
2construct boulder filled Gallery 5 m wide with Intake chambers as per type design complete
3Same as above item 1(a) but variation in 5 m wide cross wall.
4Supply of all mateials,labour T&P etc. and construct Roughening filter cum collecting chamberas per type design complete
5Demolishing 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.
6Excavation 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.
7Soil mixed with boulders and bajari
8Medium rock
9Supply, 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.
1080 mm dia. 4.8 mm thick MSERW Pipe YST 210 grade.
11Supply 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.
1265 mm dia
1350 mm dia
1440 mm dia
1532 mm dia
1625 mm dia
1720 mm dia
1815 mm dia
19Supply 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
2080 mm dia ,WP50kg/cm2
2165 mm dia
2232 mm dia
2325 mm dia
2420 mm dia
25Providing and fixing double acting air valve(a) 15 mm dia
26Supply 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.
274 KL
2820 KL
2930 KL
30Supply and Installation ofBucket type chlorinator of 25 litr capacity as perdepartmental type design Complete.
31Constructing 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.
32Constructing 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
33Construction of Break pressure tank (1mx1mx1m) including supply of all materials, labour, T&P etc complete.
34Making 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.
3515 mm to25 mm
3632 mm to 40 mm
37Inserting 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,
38Upto 25 mm size
3932 mm to 40 mm
40Providing and fixing with all materials T&P labour Functional House Hold Tap Connection etc complete. (Including 6 meter G. I. pipe length)
41Supply of all materials, labour, T&P etc. & Shifting of Connections.(15 mm dia pipe).
42Dismantling 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.
4332 mm dia
4425 mm dia
4520 mm dia
46Carting,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
4732 mm dia
4825 mm dia
4920 mm dia
50Supply of following sizes Bulk water meter based on microprocessor (Including frieght charges & all taxes etc.) Confirming IS2373 with bolts,nuts,rubber,insertions etc.
5165 mm dia
5250 mm dia
53Supply 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.
5440 mm dia
5532 mm dia
5625 mm dia
57Supply and fixing polypropelene water meter boxof following sizes .
58Polypropelene water meter box Blue (293 mmx242x175mm)
59Excavation 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.
60Providing 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 .
61Brick 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).
62Brick 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).
63Providing 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).
64Supplying and filling in plinth with earth, sand and other filling materials under floors including, watering, ramming consolidating and dressing complete.
65Steel 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
66Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. - Using Thermo-Mechanically Treated Bars.
67Providing 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.
68Reinforced 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).
69Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. - Using Thermo-Mechanically Treated Bars FE 500D.
70Providing 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.
7162 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.
7212 mm cement plaster of mix in 1:6 (1 cement : 6 coarse sand)
73Distempering 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.
74Finishing 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).
75Painting 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.
76Providing and fixing on wall face unplasticised Rigid PVC pipes. With 110 mm diameter
77Providing 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.
78Providing and fixing PTMT bib cock of approved quality and color. - 15mm nominal bore, 90mm long, weighing not less than 93 grams.
79Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. - 15mm dia
80Providing 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.
81Constructing 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.
82Providing 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.
83Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. complete
84Reinstatement 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
85Providing 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
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