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Tender For Gwasikot Group Of Villages Pumping Water Supply Scheme, Berinag-Uttarakhand

Drinking Water And Sanitation Department has published Tender For Gwasikot Group Of Villages Pumping Water Supply Scheme. Submission Date for this Tender is 05-03-2020. Water Supply Project Tenders in Berinag Uttarakhand. Bidders can get complete Tender details and download the document.




Tender Notice

23646794
Tender For Gwasikot Group Of Villages Pumping Water Supply Scheme
Open Tender
Indian
Uttarakhand
Berinag
05-03-2020

Tender Details

Tender For Gwasikot Group Of Villages Pumping Water Supply Scheme

Key Value

Document Fees
INR 5900 /-
EMD
INR 2000000.0 /-
Tender Value
INR 10 Crore /-

BOQ Items

Name of Work: GWASIKOTE GOV PUMPING WATER SUPPLY SCHEME.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 CIVIL WORK 1
2 2 SOURCE WORK / TREATMENT WORKS 2
3 2.01 Construction of 8 M dia and about 6.0 Mtr depth below M.W.L.Infiltration Well including cost of M.P.S. pump house supermounted over infiltration well including construction of approach bridge minimum span 10.00m ,maximum as per site requirement including supply of all materials, cartage, labour and T&P etc., but excluding cost of pumps, motor and all other electrical equipments. 3 1 Nos
4 3 PUMP HOUSE/STAFF QUARTER 4
5 3.01 Design & Construction of Pump house one each at M.P.S and I.P.S. having size 8.00 x 7.00 x 6.00 M (internal dimensions) to accomodate 2 pumping plants including cost of all material labour, cartage and T&P etc all complete.Design should be structurally sound having asthetical look . Pump house consist of foundation for pumping plants, cable trench ,provision for Gaintry craine internal electrification etc. complete. 5 2 Nos
6 3.02 Construction of following Staff Quarter at M.P.S ,I.P.S.and at Top C.W.R for Pump operator/Chaukidar including cost of all material,Fitting , labour, cartage and T&P etc all complete.\nSet of 2 Quarters of Type-I at M.P.S & I.P.S 6 3 Nos
7 3.03 Construction H.T.Room one each at M.P.S and I.P.S. having size 4.00 x 3.00 x 3.60 M including cost of all material labour, cartage and T&P etc all complete. 7 3 Nos
8 3.04 Supply of all materials, labour, T&P and to construct transformer platform one each at M.P.S and I.P.S. having size 3m x 1.5m x 1.5m including cost of all labour & fitting etc all complete. 8 3 Nos
9 4 SUMPS & CWR\nDesign & construction of R.C.C. CWR of following capacities ( in kiloliters ) including supply of all materials, labour, T&P etc and with M.S. ladder outside & 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), fixing of MS Bucket type chlorinators of 25 lit capacity over service reservoirs including supply of chlorinators. flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials. 9
10 4.01 250 kl 10 1 Nos
11 4.02 100 kl 11 1 Nos
12 4.03 90 KL 12 1 Nos
13 4.04 45 KL 13 1 Nos
14 4.05 40 KL 14 1 Nos
15 4.06 30 KL 15 1 Nos
16 4.07 25 KL 16 2 Nos
17 4.08 10 KL 17 3 Nos
18 4.09 7.50 KL 18 1 Nos
19 4.1 5.00 KL 19 1 Nos
20 5 RISING MAIN\nProviding of all materials, Carting to site of work, Lowering into trenches with true to alignment, Laying of API Pipes confirming to API 5L, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. including painting of pipes with two coats of approved quality anti-corrosive paint over one coat of primar including material etc complete. 20
21 5.01 125 mm dia and 4.8 mm thick 21 500 Rmtr
22 5.02 125 mm dia and 4.00 mm thick 22 2000 Rmtr
23 5.03 100 mm dia and 4.00 mm thick 23 3095 Rmtr
24 6 Excavation of earth for pipe line in following strata lift upto 1.5m. lead upto 30m including refilling (with a clear cover of minimum 80 cm over laid pipes with refilled earth) , watering, ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. from trenches including supply of labour, T&P etc complete. 24
25 6.01 Soil mixed with boulder and bajri 25 2000 Cum
26 6.02 excavation in decomposed, weathered or soft rock by blasting or by drowbars, pikaxes etc. or by both methods. including supply of all materials as blasting material, labour T&P etc. 26 600 Cum
27 7 Supply of the following valves specifications end flages cast integral, serrated finish, raised face wedge gate solid, direct hand wheel operation to site of work, lowering them into trenches & fixing in position including supply of high pressure champion make packing, W make nut bolts and also cutting of pipe by gas cutter, welding of flanges on pipes, making tees, reducers,enlargers etc wherever necessary & including supply of welding materials (advani make welding rods), electric generator, transformer, fuel & lubricants, chain pulley, tripod, labours etc required for proper completion of work.\nHigh head cast steel Scur / Sluice valves 27
28 7.01 125mm dia ASA900 28 1 Nos
29 7.02 125mm dia (T.P.-30 kg/Sqcm) 29 1 Nos
30 7.03 100mm dia (T.P.-15 kg/Sqcm) 30 1 Nos
31 8 Supply of the following valves specifications end flages cast integral, serrated finish, raised face wedge gate solid, direct hand wheel operation to site of work, lowering them into trenches & fixing in position including supply of high pressure champion make packing, W make nut bolts and also cutting of pipe by gas cutter, welding of flanges on pipes, making tees, reducers,enlargers etc wherever necessary & including supply of welding materials (advani make welding rods), electric generator, transformer, fuel & lubricants, chain pulley, tripod, labours etc required for proper completion of work.\nScour / Sluice valves (PN-1.6) as per I S 778/2000 31
32 8.01 125 mm dia 32 2 Nos
33 8.02 100 mm dia 33 2 Nos
34 9 Supply of the following valves specifications end flages cast integral, serrated finish, raised face wedge gate solid, direct hand wheel operation to site of work, lowering them into trenches & fixing in position including supply of high pressure champion make packing, W make nut bolts and also cutting of pipe by gas cutter, welding of flanges on pipes, making tees, reducers,enlargers etc wherever necessary & including supply of welding materials (advani make welding rods), electric generator, transformer, fuel & lubricants, chain pulley, tripod, labours etc required for proper completion of work.\nHigh head cast steel air valves 34
35 9.01 80mm dia 600 class 35 2 Nos
36 9.02 80mm dia 300 class 36 2 Nos
37 10 Supply of the following valves specifications end flages cast integral, serrated finish, raised face wedge gate solid, direct hand wheel operation to site of work, lowering them into trenches & fixing in position including supply of high pressure champion make packing, W make nut bolts and also cutting of pipe by gas cutter, welding of flanges on pipes, making tees, reducers,enlargers etc wherever necessary & including supply of welding materials (advani make welding rods), electric generator, transformer, fuel & lubricants, chain pulley, tripod, labours etc required for proper completion of work.\nAir valves (High head PN-1.6 double acting) 37
38 10.01 50mm dia (T.P.-15 kg/Sqcm) 38 2 Nos
39 11 Supply of the following valves specifications end flages cast integral, serrated finish, raised face wedge gate solid, direct hand wheel operation to site of work, lowering them into trenches & fixing in position including supply of high pressure champion make packing, W make nut bolts and also cutting of pipe by gas cutter, welding of flanges on pipes, making tees, reducers,enlargers etc wherever necessary & including supply of welding materials (advani make welding rods), electric generator, transformer, fuel & lubricants, chain pulley, tripod, labours etc required for proper completion of work.\nCast carbon steel Reflex valves (Pressure PN 1.6) 39
40 11.01 125 mm dia 40 3 Nos
41 11.02 100 mm dia 41 1 Nos
42 12 Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4coarse sand) for sluice valve, with M.S cover and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) necessary excavation for 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 :\n With F.P.S. bricks 42 13 Nos
43 13 Design and construction of thrust block of R.C.C. 1:2:4 cement sand & stone grit 20 mm gauge at required locations in rising main including supply of all labour material, T&P etc required for proper completion of work including necessary excavation . 43 100 Nos
44 14 Supply of all material, labour and T&P. and the construction of 1.50 mt. wide briddle path with 22.50 cms. Stone pitching (kharanja) along the alignment of the pipe line for the smooth cartage of pipes.pumps.moters and other materials and effective maintenance later on 44 4500 Rmtr
45 15 PIPE LINE\nProviding of all materials, Carting to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. 45
46 15.01 20 mm dia 46 25000 Rmtr
47 15.02 25 mm dia 47 13737 Rmtr
48 15.03 32 mm dia 48 15004 Rmtr
49 15.04 40 mm dia 49 9063 Rmtr
50 15.05 50 mm dia 50 7574 Rmtr
51 15.06 80 mm dia 51 770 Rmtr
52 16 Excavation of earth for pipe line in following strata lift upto 1.5m. lead upto 30m including refilling (with a clear cover of minimum 60 cm over laid pipes with refilled earth) , watering, ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. from trenches including supply of labour, T&P etc complete.\nSoil mixed with boulder and bajri 52 15000 Cum
53 17 Excavation in decomposed, weathered or soft rock by blasting or by drowbars, pikaxes etc. or by both methods. including supply of all materials as blasting material, labour T&P etc. 53 6000 Cum
54 18 Supply and fixing of the following fittings including cartage of materials, labours, T&P etc complete.\nSupply and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 54
55 18.01 20 mm dia 55 30 Nos
56 18.02 25 mm dia 56 20 Nos
57 18.03 32 mm dia 57 20 Nos
58 18.04 40 mm dia 58 20 Nos
59 18.05 50 mm dia 59 20 Nos
60 18.06 80 mm dia 60 1 Nos
61 19 Air valves (Class-I) as per IS: 788/1997\n20 mm dia 61 10 Nos
62 20 Supply of all materials, labours, T&P etc and construct air valve /gate valvechamber as per type design complete. 62 40 Nos
63 21 Supply of all materials,labours ,T.&P. etc.and construct Break pressure tank as per type design complete 63 4 Nos
64 22 Construction of boundary wall or such other work all round the land/ pumping stations/main cwr/service reservoirs for preventing approach of unathourised souls.(at various sites ) including supply of all material ,labour t&p complete. 64 700 Rmtr
65 23 Supply of all materials, labours, T.&P. etc. and construct P.T.S.P as per type design complete 65 60 Nos
66 24 PROTECTION WORKS \n(AS REQUIRED AT SITES OF WORK) 66
67 24.01 Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. 67 280 Cum
68 24.02 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering All work upto plinth level 1:4:8 (1 cement : 4 fine sand : 8graded stone aggregate 40 mm nominal size) 68 115 Cum
69 24.03 Protection work as Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications) 69 600 Cum
70 24.04 Protection work as Random Rubble Stone Masonry laid dry, in breast walls,retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications) 70 300 Cum
71 25 Construction of chamber for 125 mm/100 mm sluices valve 71 5 Nos
72 26 Mantainance of Scheme for 12 Month after completion of Schene 72 1 Job
73 27 E&M Work 73
74 28 INFILTRATION WELL: 74
75 28.01 Submersible Pump-Motor Set (750 LPM, 190 M Head) 75 2 Nos
76 28.02 Starter 76 2 Nos
77 28.03 200 Amps Main Switch 77 1 Nos
78 28.04 Control Panel 78 1 Nos
79 28.05 Power Wiring & Earthing Material 79 1 Set
80 28.06 Main Piping & Valves 80 1 Set
81 28.07 GAUGES 81 1 Set
82 28.08 Lifting Tackle (2 Tonne capacity) 82 1 Nos
83 29 STAGE I 83
84 29.01 Centrifugal Pump (750 LPM, 815 M Head) 84 2 Nos
85 29.02 Electric Motor 85 2 Nos
86 29.03 800 Amps Main Switch 86 1 Nos
87 29.04 Base Plate 87 2 Nos
88 29.05 Fully Auotomatic Auto Transformer Starter 88 2 Nos
89 29.06 Control Panel 89 1 Nos
90 29.07 Power Wiring & Earthing Material 90 1 Set
91 29.08 Main Piping & Valves 91 1 Set
92 29.09 GAUGES 92 1 Set
93 29.1 H.O.T. Crane (5 Tonne capacity) 93 1 Nos
94 30 STAGE II 94
95 30.01 Centrifugal Pump (500 LPM, 170 M Head) 95 2 Nos
96 30.02 Electric Motor 96 2 Nos
97 30.03 125 Amps Main Switch 97 1 Nos
98 30.04 Base Plate 98 2 Nos
99 30.05 Fully Auotomatic Auto Transformer Starter 99 2 Nos
100 30.06 Control Panel 100 1 Nos
101 30.07 Power Wiring & Earthing Material 101 1 Set
102 30.08 Main Piping & Valves 102 1 Set
103 30.09 Gauges 103 1 Set
104 30.1 Tools 104 3 Set
105 30.11 Rubber Resistance Sheet (1×2×0.015 M) 105 6 Nos
106 30.12 Installation & commissioning of Pumping Plants & related acceessories. 106 3 Job
107 31 Testing : At Works 107 3 Job
108 32 Testing : At Site 108 3 Job
109 33 Painting 109 3 Job
110 34 Carting 110 1 Job
111 35 Maintenance (Six Months) 111 3 Job
112 36 SITC of 2 Nos. 400 KVA Transformers. 112 1 Job
113 37 SITC of 1 No. 630 Amps H.T. Panel 113 1 Job
114 38 Rubber Resistance Sheet (1×2×0.025 M) 114 2 Nos
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