Construction Of Mohmdabad Gp Water Supply Scherme Construction Of Oht Tw Bw Ph Sq Hc Laying And Jointing Of Distribution System Rising Main And Other Appurtenant Works
Tender Value
1.36 Crore
Estimated cost
Bid Submission
26 Jun 2020
0 days left
EMD
1.35 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Fatepur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Mohmdabad Gp Water Supply Scherme Construction Of Oht Tw Bw Ph Sq Hc Laying And Jointing Of Distribution System Rising Main And Other Appurtenant Works
BOQ
| Name of Work: Construction of OHT, TW, PH, BW, HC, SQ and Laying & Jointing of Distribution System/Rising main and other appurtenat works at Mohamdabad Water Supply Scheme, Block - Hathgoan, District- Fatehpur. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Mohamdabad G.P. Water Supply Scheme, Block - Hathgaon, District - Fatehpur | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Construction of 1.3 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in -charge. (Drawing No.D-1) | BI01010001010000000000000515BI0100001113 | 132.8 | Rmt |
| 3 | 1.02 | Supply and fixing of 3.6 m x 1.20 m MS gate including fabrication and supply of steel and construction of bounary wall pillars of size 1.35mx0.23mx0.23m with ornamental brick work 115mm th. around RCC, as per departmental type design and drawing (Drawing No. D-1) and as per specifications laid down in the bid document, including supply of all material, labour, T&P etc. required for proper completion of work as per instructions of Engineer-in-charge. | BI01010001010000000000000515BI0100001114 | 1 | Nos |
| 4 | 1.03 | Supply and fixing of 1.0m wide MS wicket gate including fabrication and supply of steel and construction of boundary wall pillars etc. as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge. | BI01010001010000000000000515BI0100001115 | 1 | Nos |
| 5 | 1.04 | Construction of Interlocking tiles on edge pavement for approach to water works, as per departmental type design and drawing. including preparation of subgrade with lean concrete 1:6:12,8mm thick and 5mm sand, supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001116 | 174 | Sqm |
| 6 | 1.05 | Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed (Drawing no.D-1), including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001117 | 600 | Cum |
| 7 | 1.06 | Supply of tree with plantation ,brick edeging.the site of water works as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001118 | 35 | Nos |
| 8 | 1.07 | Supply of all material,labour,tools and planta and provide arrangement for ground water recharge. | BI01010001010000000000000515BI0100001119 | 1 | Nos |
| 9 | 1.08 | TRANSPORTATION OF RIG MACHINE AND ITS T&P FROM CONTRACTOR STORE TO THE SITE OF TUBEWELL & BACK INCLUDING ERECTION AND DISMANTLING. | BI01010001010000000000000515BI0100001120 | 1 | Job |
| 10 | 1.09 | DRILLING OF TUBEWELL BORE | BI01010001010000000000000515BI0100001121 | ||
| 11 | 1.1 | Drilling of of 500 mm dia bore from G.L to 65 m BGL | BI01010001010000000000000515BI0100001122 | 65 | M |
| 12 | 1.11 | Drilling of 450 mm dia bore from 65 m BGL to 180m BGL | BI01010001010000000000000515BI0100001123 | 115 | M |
| 13 | 1.12 | LOWERING OF TUBEWELL BORE | BI01010001010000000000000515BI0100001124 | ||
| 14 | 1.13 | 200 mm dia MS Housing pipe from G.L to 60m BGL | BI01010001010000000000000515BI0100001125 | 60 | M |
| 15 | 1.14 | 150 mm dia MS Plain/Slotted pipe from 60m BGL to 160m BGL | BI01010001010000000000000515BI0100001126 | 100 | M |
| 16 | 1.15 | SHROUNDING OF PEA-GRAVEL | BI01010001010000000000000515BI0100001127 | ||
| 17 | 1.16 | 1.6 mm to 4.8 mm size pea gravel supply duly screened and washed | BI01010001010000000000000515BI0100001128 | 39 | M3 |
| 18 | 1.17 | TUBE WELL ASSEMBLY : | BI01010001010000000000000515BI0100001129 | ||
| 19 | 1.18 | 200 mm.dia size M.S. ERW housingpipe 7.1 mm. Thick | BI01010001010000000000000515BI0100001130 | 60 | M |
| 20 | 1.19 | 150 mm.dia M.S. size MSERW 7.1MM thick slotted pipe | BI01010001010000000000000515BI0100001131 | 24 | M |
| 21 | 1.2 | 150 mm.dia M.S. size MSERW 7.1MM thick plain pipe | BI01010001010000000000000515BI0100001132 | 74 | M |
| 22 | 1.21 | 200mm X 150 DIA MS Reducer as per IS 226 | BI01010001010000000000000515BI0100001133 | 1 | No. |
| 23 | 1.22 | 200 mm size MS well cap | BI01010001010000000000000515BI0100001134 | 1 | No. |
| 24 | 1.23 | 200 mm size MS ring | BI01010001010000000000000515BI0100001135 | 10 | No. |
| 25 | 1.24 | 150 mm size M S ring | BI01010001010000000000000515BI0100001136 | 20 | No. |
| 26 | 1.25 | 200 mm dia size MS DI Clamp as per IS 226 | BI01010001010000000000000515BI0100001137 | 1 | No. |
| 27 | 1.26 | TW assembly support made of ISBM 200 Gurder | BI01010001010000000000000515BI0100001138 | 1 | Set |
| 28 | 1.27 | 150 mm dia MS Bail plug | BI01010001010000000000000515BI0100001139 | 1 | No. |
| 29 | 1.28 | Center guide | BI01010001010000000000000515BI0100001140 | 8 | No. |
| 30 | 1.29 | DEVELOPMNET OF TUBE WELL | BI01010001010000000000000515BI0100001141 | ||
| 31 | 1.3 | Development of Tube well by 350\n PSI AIR COMPRESSOR including Supply of Sodiam Hexameta Phosphate . | BI01010001010000000000000515BI0100001142 | 50 | Hrs |
| 32 | 1.31 | DEVELOPMENT OF TUBE WELL BY 2 CUSEC O.P. UNIT:- | BI01010001010000000000000515BI0100001143 | ||
| 33 | 1.32 | Development of Tube well by O.P. Unit as per IS 2800 | BI01010001010000000000000515BI0100001144 | 100 | Hrs |
| 34 | 1.33 | TEST: | BI01010001010000000000000515BI0100001145 | ||
| 35 | 1.34 | Resistivity survey of site before construction of tubewell including labour and T&P etc complete in all respect | BI01010001010000000000000515BI0100001146 | 1 | Job |
| 36 | 1.35 | Electrical Logging of the Bore, Vertcality & Yield Test of TW | BI01010001010000000000000515BI0100001147 | 1 | Job |
| 37 | 1.36 | Chemical and Bacteriological test. | BI01010001010000000000000515BI0100001148 | 1 | Job |
| 38 | 1.37 | SITC of 600 LPM, 56 meter head, & 12.5 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 starter pannel, control pannel, cable, complete in all respect with required material T & P labour etc. | BI01010001010000000000000515BI0100001149 | 1 | Job |
| 39 | 1.38 | Supplying of one set spare pumping plant of 600 LPM, 56 meter head 12.5 H.P. Submersible clear water pumping plant suitable to operate on 415 + 6% volt 50 hz., 3 phase A.C. supply. | BI01010001010000000000000515BI0100001150 | 1 | Job |
| 40 | 1.39 | SITC of Main Piping & Valves of 100 mm dia with 36 mtr. Column pipe, Electronic type Chlorinating plant Ppower wiring, earthing, Printing, Tools sets, wiring of pump house (Internal & External) Chain Pulley block and gauges complete in all respect with all required materila, T&P labour | BI01010001010000000000000515BI0100001151 | 1 | Set |
| 41 | 1.4 | Supply and installation of 20 KVA of Automatec voltage stabilizer for input 200 to 480 volt and output voltage 415 ±1% as per instructions of Engineer -in -charge | BI01010001010000000000000515BI0100001152 | 1 | Set |
| 42 | 1.41 | Transmission line of ACSR weasel conductor from the nearest existing H.T. line including Security Charges, System loading charges, System loading charges etc complete as per instructions of Engineer -in -charge. - 11/0.433 KV, 25 KVA Sub-Station including transformer, double pole etc. 11 KV H.T. | BI01010001010000000000000515BI0100001153 | 1 | Job |
| 43 | 1.42 | Running and maitainance of pumping plant for 3 months including expenditure of staff and chlorilation for R&M. | BI01010001010000000000000515BI0100001154 | 3 | Month |
| 44 | 1.43 | Provide all materials, labour, T&P etc. complete and construct Pump house size (3.6x3.0x3.0)m Chlorinating room size (2.50x1.8x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001155 | 1 | Job |
| 45 | 1.44 | Provide all materials, labour, T&P etc. complete and constructed Bye-pass chamber for pump house as per departmental type design and drawing (drawing no.D-3) and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001156 | 1 | Nos |
| 46 | 1.45 | Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank of 125 KL capacity with 15 Meter staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.\nAll the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456 Seismic effects and wind load should be taken into consideration as per I.S. 1893 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. M30 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, One aluminum ladder 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, Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per I.S.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 60x60cm 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 size manually operated D/F Sluice Valve / Butter Fly Valves (Kirlosker) 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. | BI01010001010000000000000515BI0100001157 | 1 | Job |
| 47 | 1.46 | 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 from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001158 | 5151.15 | Cum |
| 48 | 1.47 | Supply of following sizes (D.I. K-7) pipes for rising main conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as CIS/S or D.F specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment 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. | BI01010001010000000000000515BI0100001159 | ||
| 49 | 1.48 | 150 mm dia D.I. Class-K7 | BI01010001010000000000000515BI0100001160 | 40 | Rmt |
| 50 | 1.49 | Supply of following sizes pipes for distribution system conforming to latest/ relevant I.S. 4984/1995 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. | BI01010001010000000000000515BI0100001161 | ||
| 51 | 1.5 | 63 mm dia HDPE Pipe class PE-100 | BI01010001010000000000000515BI0100001162 | 6966 | Rmt |
| 52 | 1.51 | 75 mm dia HDPE Pipe class PE-100 | BI01010001010000000000000515BI0100001163 | 214 | Rmt |
| 53 | 1.52 | 90 mm dia HDPE Pipe class PE-100 | BI01010001010000000000000515BI0100001164 | 66 | Rmt |
| 54 | 1.53 | Supply and carting up to site of work (water works in approved company kirlosker )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. | BI01010001010000000000000515BI0100001165 | ||
| 55 | 1.54 | Sluice valve - 150 mm dia | BI01010001010000000000000515BI0100001166 | 2 | Nos |
| 56 | 1.55 | Sluice valve - 80 mm dia | BI01010001010000000000000515BI0100001167 | 1 | Nos |
| 57 | 1.56 | Sluice valve - 65 mm dia | BI01010001010000000000000515BI0100001168 | 2 | Nos |
| 58 | 1.57 | Sluice valve - 50 mm dia | BI01010001010000000000000515BI0100001169 | 4 | Nos |
| 59 | 1.58 | Scour valve - 50 mm dia | BI01010001010000000000000515BI0100001170 | 1 | Nos |
| 60 | 1.59 | 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. | BI01010001010000000000000515BI0100001171 | 1 | Nos |
| 61 | 1.6 | 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 80 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. | BI01010001010000000000000515BI0100001172 | 1 | Nos |
| 62 | 1.61 | Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001173 | ||
| 63 | 1.62 | Sluice valve/ Scour valve chamber (masonry Type) (drawing no.D-4) | BI01010001010000000000000515BI0100001174 | 4 | Nos |
| 64 | 1.63 | Sluice valve chamber (surface box Type) (D-13) | BI01010001010000000000000515BI0100001175 | 6 | Nos |
| 65 | 1.64 | Fire Hydrant(drawing no.D-5) chamber | BI01010001010000000000000515BI0100001176 | 1 | Nos |
| 66 | 1.65 | Air Valve Chamber (drawing no.D-6) | BI01010001010000000000000515BI0100001177 | 1 | Nos |
| 67 | 1.66 | Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge. (drawing no. D-14) | BI01010001010000000000000515BI0100001178 | 5.99 | Cum |
| 68 | 1.67 | Mild steel or iron work in R.C.C. wrought to required shape as necessary for thrust block including bending for proper completion of the work including supply of steel & wastage etc. as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001179 | 0.21 | Qtl |
| 69 | 1.68 | Provide all materials labour, T&P etc. construct single room staff quarter / office room 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. (Drawing No.D-7) | BI01010001010000000000000515BI0100001180 | 1 | Nos |
| 70 | 1.69 | Dismantling of 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. | BI01010001010000000000000515BI0100001181 | ||
| 71 | 1.7 | B.O.E. surface | BI01010001010000000000000515BI0100001182 | 2920.58 | Sqm |
| 72 | 1.71 | Bituminous surface | BI01010001010000000000000515BI0100001183 | 403.25 | Sqm |
| 73 | 1.72 | Interlocking Road | BI01010001010000000000000515BI0100001184 | 408.54 | Sqm |
| 74 | 1.73 | C.C. Road | BI01010001010000000000000515BI0100001185 | 92.12 | Sqm |
| 75 | 1.74 | Reinstatement of the following type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001186 | ||
| 76 | 1.75 | B.O.E. Surface (Assuming 50% new brick and 50% old bricks used) | BI01010001010000000000000515BI0100001187 | 2920.58 | Sqm |
| 77 | 1.76 | Bituminous surface | BI01010001010000000000000515BI0100001188 | 403.25 | Sqm |
| 78 | 1.77 | Interlocking Road | BI01010001010000000000000515BI0100001189 | 408.54 | Sqm |
| 79 | 1.78 | C.C. Road | BI01010001010000000000000515BI0100001190 | 92.12 | Sqm |
| 80 | 1.79 | Provision for following types of Culvert crossing (drawing no.D-9) as per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of D.I. pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001191 | ||
| 81 | 1.8 | Culvert Crossing | BI01010001010000000000000515BI0100001192 | 3 | Nos |
| 82 | 1.81 | Road Crossing | BI01010001010000000000000515BI0100001193 | 4 | Nos |
| 83 | 1.82 | Making house connection in distribution line to outer wall of house with supply of G.I. pipe(Average 10.0 mtr.) including specials, Brass ferrule, saddle, Clamp with G.I. pipe c.c grouting 1:2:4 etc.including excavation, laying and jointing for proper complition of work as per instructions of Engineer-in-charge. (drawing no.D-12) | BI01010001010000000000000515BI0100001194 | 325 | Nos |
| 84 | 1.83 | Provision for trial and run of the scheme for 3 months. | BI01010001010000000000000515BI0100001195 | 3 | Month |
| 85 | 1.84 | Supply and fixing of House Connection Water meter including suppuly of alll material labour ,T&P etc work required for proper completion of the work as per instructions of Engineer -in -charge. | BI01010001010000000000000515BI0100001196 | 325 | Nos |
| 86 | 1.85 | Construction of single tap piller type stand post as per type design as per instructions of Engineer -in -charge | BI01010001010000000000000515BI0100001197 | 3 | Nos |
AI Tender Summary
Tender Timeline
Jun 05, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 26, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 27, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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