Uttar Pradesh Jal Nigam-UPJN has published Survey Design Supply And Execution And Commissioning Testing Of Kohda Village Water Supply Scheme Block Sadar District Pratapgarh Under Jjm Programme. Submission Date for this Tender is 28-10-2020. Water Supply Project Tenders in PRATAPGARH Uttar Pradesh. Bidders can get complete Tender details and download the document.
Name of Work: Construction of Kohda Water Supply Scheme, Block - Sadar, District - Pratapgarh under JJM Programme | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Kohda Water Supply Scheme, Block - Sadar, District - Pratapgarh under JJM Programme | BI01010001010000000000000515BI0100001112 | ||
2 | 1.01 | Civil Work | BI01010001010000000000000515BI0100001113 | ||
3 | 1.02 | Construction of Pump House cum Chlorinating Room | BI01010001010000000000000515BI0100001114 | ||
4 | 1.03 | Provide all materials, labour, T&P etc. complete and constructed 1 Set Pump House size (3.6 x 3.00 x 3.00) m cum Chlorinating room size (1.8 x 1.2 x 3.0) m as per type drawings. | BI01010001010000000000000515BI0100001115 | 1 | Set |
5 | 1.04 | Construction of Rising Main & appurtenant works | BI01010001010000000000000515BI0100001116 | ||
6 | 1.05 | Supply of 125 mm dia of size DI K-7 confirming to latest IS standard complete in all respect & supply of CI or S.S. D/F specials confirming to relevant IS standard suitable for above DI K-7 pipes complete in all respect F.O.R. destinating including all taxes & insurance. | BI01010001010000000000000515BI0100001117 | 30 | m |
7 | 1.06 | Supply of 125 mm dia of size of CI D/F sluice valve as per IS : 780/1969 class-I working pressure10 kg/cm2 F.O.R. destination including all taxes & insurance. | BI01010001010000000000000515BI0100001118 | 1 | No. |
8 | 1.07 | Excavation for pipe line trenches in ordinary soil (loam, clay or sand) including lift up to 50 m and refilling watering, ramming of excavated earth into the trenches and disposal of surplus earth up to 50 m from the center of foundation trenches. | BI01010001010000000000000515BI0100001119 | 24.64 | Cum |
9 | 1.08 | Carting from the site store (up to 8 km) of 125 mm dia of size DI K-7 and specials to the site of work, lowering then into trench and laying true to alignment and gradient including testing of pipe line but excluding cost of trenching and cutting of pipes etc. for making of length but including making joints. | BI01010001010000000000000515BI0100001120 | 30 | m |
10 | 1.09 | Carting of D/F sluice valve of 125 mm dia from site store to site of work, lowering than into already prepared trenches and fixing them in position including supply of jointing materials such as nut-bolt, rubber, insertion of white lead into valves and speiclas, required but including testing etc. complete. | BI01010001010000000000000515BI0100001121 | 1 | No. |
11 | 1.1 | Supply of all materials, labours, T&P etc. required & construct 1000 x 1000 mm size sluice valve chamber as per type design including supply & fixing of 500 mm size medium duty C.I. mainhole cover (Masonary Type). | BI01010001010000000000000515BI0100001122 | 1 | No. |
12 | 1.11 | Supply of all materials, labour, T&P etc. and construct RCC thrust block. | BI01010001010000000000000515BI0100001123 | 2 | Nos. |
13 | 1.12 | Construction of Over Head Tank | BI01010001010000000000000515BI0100001124 | ||
14 | 1.13 | Supply of all materials labour T&P etc. complete and construction of R.C.C. (M20 Grade) Over Head Tank of 125 kL capacity and 12 meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT. All the components of OHT cast in M20 concrete with cement, coarse sand and approved stone grit as per I.S. 11682 and I.S.456 Minimum depth of foundation below original ground level will be 2.0M. Seismic effects and wind load should be taken into consideration as per I.S. 1983 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M20 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes both side inside the tank from top dome to bottom dome, R.C.C. railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, Proper ventilator at top dome in circular shape of 1.2 m dia along with & R.C.C cover of minium 1.5 m dia and 75 mm thickness, pillar of ventilator should be 500 mm dia, Water level indicator fabricated with sensor connecting to SCADA, Lightening conductor as per I.S. 2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min. 600x600 mm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specifications with all jointing materials for proper completion of work, Supply and fixing of appropriate digital bulk water meter for connecting to SCADA in inlet pipe, Supply and Fixing of appropriate size manually operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound, Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints. | BI01010001010000000000000515BI0100001125 | 1 | No. |
15 | 1.14 | Testing of bearing capacity of soil including soil analysis etc. complete. | BI01010001010000000000000515BI0100001126 | 1 | No. |
16 | 1.15 | Construction of Distribution System | BI01010001010000000000000515BI0100001127 | ||
17 | 1.16 | Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4985/1995 Specifications with all jointing materials and specials conforming to latest /relevant I.S. specifications including F.O.R. destination and all taxes and insurance etc. with loading, unloading and Carting up to site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001128 | ||
18 | 1.17 | 140 mm dia 6 kg/cm2 PVC Pipe | BI01010001010000000000000515BI0100001129 | 21 | m |
19 | 1.18 | 110 mm dia 6 kg/cm2 PVC Pipe | BI01010001010000000000000515BI0100001130 | 1229 | m |
20 | 1.19 | 90 mm dia 6 kg/cm2 PVC Pipe | BI01010001010000000000000515BI0100001131 | 336 | m |
21 | 1.2 | 75 mm dia 6 kg/cm2 PVC Pipe | BI01010001010000000000000515BI0100001132 | 827 | m |
22 | 1.21 | 63 mm dia 6 kg/cm2 PVC Pipe | BI01010001010000000000000515BI0100001133 | 5787 | m |
23 | 1.22 | Supply and carting up to site of work of the following dia C.I. butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001134 | ||
24 | 1.23 | Sluice valve - 50 mm dia | BI01010001010000000000000515BI0100001135 | 4 | Nos. |
25 | 1.24 | Sluice valve - 65 mm dia | BI01010001010000000000000515BI0100001136 | 2 | Nos. |
26 | 1.25 | Sluice valve - 80 mm dia | BI01010001010000000000000515BI0100001137 | 1 | Nos. |
27 | 1.26 | Sluice valve - 100 mm dia | BI01010001010000000000000515BI0100001138 | 2 | Nos. |
28 | 1.27 | Scour valve - 50 mm dia | BI01010001010000000000000515BI0100001139 | 1 | Nos. |
29 | 1.28 | Supply of 20 mm dia screwed down type air valve with gun metal seat conforming to latest/relevent I.S. specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc complete) as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001140 | 1 | No |
30 | 1.29 | Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 63 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc. complete as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001141 | 1 | No. |
31 | 1.3 | Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling, watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m away from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001142 | ||
32 | 1.31 | (a) Ordinary soil | BI01010001010000000000000515BI0100001143 | 4438 | Cum |
33 | 1.32 | (b) Same as above but in morum/kankar/shingle etc. | BI01010001010000000000000515BI0100001144 | 1479 | Cum |
34 | 1.33 | Dismantling & Reinstatement off following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001145 | ||
35 | 1.34 | C.C. Road | BI01010001010000000000000515BI0100001146 | 1262 | Sqm |
36 | 1.35 | B.O.E. surface (75% old & 25% new bricks) | BI01010001010000000000000515BI0100001147 | 124 | Sqm |
37 | 1.36 | Bituminous surface | BI01010001010000000000000515BI0100001148 | 34 | Sqm |
38 | 1.37 | Construction of following type chambers as per department type design and drawing up to 1.5 m hight including C.I. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer-in-charge. | BI01010001010000000000000515BI0100001149 | ||
39 | 1.38 | Sluice valve/Scour Valve chamber massonary Type (1000 x 1000) mm including 300 x 300 ms chembar with heavy duty C.I. manhole cover. | BI01010001010000000000000515BI0100001150 | 1 | No |
40 | 1.39 | Sluice valve/Scour Valve chamber (surface box Type) (150 x 150) mm with heavy duty C.I. manhole cover. | BI01010001010000000000000515BI0100001151 | 9 | No |
41 | 1.4 | Fire Hydrant chamber (750 x 450 x 1000) mm with 500 mm dia with mediam duty C.I. manhole cover. | BI01010001010000000000000515BI0100001152 | 1 | No |
42 | 1.41 | Air Valve Chamber (350 x 350) mm with 500 mm dia mediam duty C.I. manhole cover | BI01010001010000000000000515BI0100001153 | 1 | No |
43 | 1.42 | Construction of single tap pillar type stand post as per type design as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001154 | 3 | Nos. |
44 | 1.43 | Provide and Making ferule connection in the existing w/s line including boring of main line etc. complete with saddle piece service connection fitting and fixing of GM ferule of 3mm x 15 mm size including tapping the main including the cost of bailing out of water and cost of fitting and specials complete. | BI01010001010000000000000515BI0100001155 | 330 | Nos. |
45 | 1.44 | Provision for following types of Culvert crossing as per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of C.I. tyton pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001156 | ||
46 | 1.45 | Culvert Crossing / Nala Crossing | BI01010001010000000000000515BI0100001157 | 5 | Nos. |
47 | 1.46 | Provision for crossing of road (FOR 3.5 m WIDE) | BI01010001010000000000000515BI0100001158 | 4 | Nos. |
48 | 1.47 | Provision for crossing of road (FOR 7.0 m WIDE) | BI01010001010000000000000515BI0100001159 | 2 | Nos. |
49 | 1.48 | Provide all materials labour, T&P etc. complete and construction of staff quarter at water works site identified by the Engineer (in-charge) as per department type design and drawing and specifications of civil works laid down in the bid document, including all material labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001160 | 1 | Set |
50 | 1.49 | Construction of Boundary Wall, Gate, Site development and approach road | BI01010001010000000000000515BI0100001161 | ||
51 | 1.5 | Supply of all materials, labour, T&P etc. and construct 1.2 High boundary wall as per department type drawing. | BI01010001010000000000000515BI0100001162 | 115.2 | m |
52 | 1.51 | Supply of all materials, labour, T&P etc. and construct gate, pillar and fix 3.6 m wide gate and 1.2 m wicket gate in position including its fabrication etc. as per department type drawing. | BI01010001010000000000000515BI0100001163 | 1 | No. |
53 | 1.52 | Provide all materials, labour, T&P etc. required for proper completion of work and construct of B.O.E. approach road. | BI01010001010000000000000515BI0100001164 | 88.8 | Sqm |
54 | 1.53 | Provide all materials, labour, T&P etc. required for proper completion of work including levelling, dressing, excavation and filling of work where necessary for develop of water works including carriage work earth. | BI01010001010000000000000515BI0100001165 | 270 | Cum |
55 | 1.54 | Provide for inside semicircular drain of size 200 mm dia including supply of all materials, labour, T&P etc. complete. | BI01010001010000000000000515BI0100001166 | 30 | m |
56 | 1.55 | One year operation and maintination of water supply scheme including with 3 month defect liability period ofter 3 month trial and run period and handover the complete system to gram panchayat.. | BI01010001010000000000000515BI0100001167 | 1 | Job |
57 | 1.56 | E&M WORK | BI01010001010000000000000515BI0100001168 | ||
58 | 1.57 | TRANSPORTATION OF RIG MACHINE AND ITS T&P FROM CONTRACTOR STORE TO THE SITE OF TUBEWELL & BACK INCLUDING ERECTION AND DISMANTLING. | BI01010001010000000000000515BI0100001169 | 1 | Job |
59 | 1.58 | DRILLING OF TUBEWELL BORE | BI01010001010000000000000515BI0100001170 | ||
60 | 1.59 | Drilling of Initial Pilot Bore having 200 mm dia from G.L to 150 m BGL | BI01010001010000000000000515BI0100001171 | 150 | M |
61 | 1.6 | Reaming of of 500 mm dia bore from G.L to 65 m BGL | BI01010001010000000000000515BI0100001172 | 65 | M |
62 | 1.61 | Reaming of 450 mm dia bore from 65 m BGL to 150m BGL | BI01010001010000000000000515BI0100001173 | 85 | M |
63 | 1.62 | LOWERING OF TUBEWELL BORE | BI01010001010000000000000515BI0100001174 | ||
64 | 1.63 | 200 mm dia MS Housing pipe from G.L to 60m BGL | BI01010001010000000000000515BI0100001175 | 60 | M |
65 | 1.64 | 150 mm dia MS Plain/Slotted pipe from 60m BGL to 135 m BGL | BI01010001010000000000000515BI0100001176 | 75 | M |
66 | 1.65 | SHROUNDING OF PEA-GRAVEL | BI01010001010000000000000515BI0100001177 | ||
67 | 1.66 | 1.6 mm to 4.8 mm size pea gravel supply duly screened and washed | BI01010001010000000000000515BI0100001178 | 35 | M3 |
68 | 1.67 | TUBE WELL ASSEMBLY : | BI01010001010000000000000515BI0100001179 | ||
69 | 1.68 | 200 mm.dia size M.S. MERW housing pipe 7.1 mm. Thick | BI01010001010000000000000515BI0100001180 | 60 | M |
70 | 1.69 | 150 mm.dia M.S. size MSERW 7.1MM thick slotted pipe | BI01010001010000000000000515BI0100001181 | 18 | M |
71 | 1.7 | 150 mm.dia M.S. size MSERW 7.1MM thick plain pipe | BI01010001010000000000000515BI0100001182 | 57 | M |
72 | 1.71 | 200mm X 150 DIA MS Reducer 16mm thick as per IS 226 | BI01010001010000000000000515BI0100001183 | 1 | No. |
73 | 1.72 | 200 mm size MS well cap 12mm thick | BI01010001010000000000000515BI0100001184 | 1 | No. |
74 | 1.73 | 200 mm dia MS ring 12mm thick 150mm wide | BI01010001010000000000000515BI0100001185 | 12 | No. |
75 | 1.74 | 150 mm dia MS ring 12mm thick 150 mm wide | BI01010001010000000000000515BI0100001186 | 20 | No. |
76 | 1.75 | 200 mm dia size MS DI Clamp 12 mm thick as per IS 226 | BI01010001010000000000000515BI0100001187 | 1 | No. |
77 | 1.76 | TW assembly support made of ISBM 200 Gurder | BI01010001010000000000000515BI0100001188 | 1 | Set |
78 | 1.77 | 150 mm dia MS Bail plug 12mm thick | BI01010001010000000000000515BI0100001189 | 1 | No. |
79 | 1.78 | Center guide | BI01010001010000000000000515BI0100001190 | 5 | No. |
80 | 1.79 | DEVELOPMNET OF TUBE WELL | BI01010001010000000000000515BI0100001191 | ||
81 | 1.8 | TRANSPORTATION OF 250 PSI AIR COMPRESSOR | BI01010001010000000000000515BI0100001192 | 1 | Job |
82 | 1.81 | Development of Tube well by 250\n PSI AIR COMPRESSOR including Supply of Sodiam Hexameta Phosphate . | BI01010001010000000000000515BI0100001193 | 50 | Hrs |
83 | 1.82 | DEVELOPMENT OF TUBE WELL BY 2 CUSEC O.P. UNIT:- | BI01010001010000000000000515BI0100001194 | ||
84 | 1.83 | TRANSPORTATION OF O.P. UNIT | BI01010001010000000000000515BI0100001195 | 1 | Job |
85 | 1.84 | Development of Tube well by 2 Cusec O.P. Unit as per IS 2800 | BI01010001010000000000000515BI0100001196 | 100 | Hrs |
86 | 1.85 | TEST: | BI01010001010000000000000515BI0100001197 | ||
87 | 1.86 | Resistivity survey of site before construction of tubewell including labour and T&P etc complete in all respect | BI01010001010000000000000515BI0100001198 | 1 | Job |
88 | 1.87 | Electrical Logging of the Bore & Yield Test of TW | BI01010001010000000000000515BI0100001199 | 1 | Job |
89 | 1.88 | Chemical and Bacteriological test. | BI01010001010000000000000515BI0100001200 | 1 | Job |
90 | 1.89 | SITC of 450 LPM, 45 meter head, & 10 H.P. Submersible clear water pumping plant suitable to operate on 415 + 5% volt 50 hz., 3 phase A.C. supply. (As per IS 8034-1989) including 06 mm sq. Sub. cable (100 mtr.), with control panel (Soft starter, Energy meter in built), PLC/RTU with GSM based for SCADA, LED Screen 17" with Computer and Printer for data collection, OHT level sensor connected with SCADA and Misc. item such as cutout, protection ring, insulation rubber sheet in all respect with required material T & P labour etc.. | BI01010001010000000000000515BI0100001201 | 1 | Job |
91 | 1.9 | Supplying of one set spare pumping plant of 450 LPM, 45 meter head 10 H.P. Submersible clear water pumping plant suitable to operate on 415 + 6% volt 50 hz., 3 phase A.C. supply. | BI01010001010000000000000515BI0100001202 | 1 | No. |
92 | 1.91 | CE/UL approved manufacturer's Electro Magnetic Flow meter of 80 mm dia and pressure transmmiter | BI01010001010000000000000515BI0100001203 | 1 | No. |
93 | 1.92 | SITC of Main Piping & Valves of 80 mm dia with 36 mtr. Column pipe, Electronic type 0-6 LPH Chlorinating plant Power wiring, earthing, Painting, Tools sets, wiring of pump house (Internal & External) 2 Ton Chain Pulley block and gauges complete in all respect with all required material, T&P labour | BI01010001010000000000000515BI0100001204 | 1 | Set |
94 | 1.93 | Supply, installation, commissioning and testing of 10 HP Solar power pack system for tubewell with all necessory accessories complete etc. | BI01010001010000000000000515BI0100001205 | 1 | No. |
95 | 1.94 | Operation & maintenance of above solar panel for 5 years. | BI01010001010000000000000515BI0100001206 | 1 | Job |
96 | 1.95 | Water works campus with Solar Panel & LED light | BI01010001010000000000000515BI0100001207 | 1 | Job |
97 | 1.96 | Running and maitainance of pumping plant for 3 months including expenditure of staff and chlorilation for R&M. | BI01010001010000000000000515BI0100001208 | 3 | Month |
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