Bids For The Retrofitting Works Of 28 Villages Of Bassi Tehsil Under Bassi-Bisalpur Water Supply Project To Carry Out Works Of Providing Functional Household Tap Connections Under Jal Jeevan Mission (Jjm)
Tender Value
24.95 Crore
Estimated cost
Bid Submission
29 Jun 2021
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
BASSI → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Bids for the Retrofitting Works of 28 Villages of Bassi Tehsil under Bassi-Bisalpur water supply project to carry out works of providing Functional household Tap connections under Jal Jeevan Mission (JJM)
BOQ
| Name of Work: Bids for the Retrofitting Works of 28 Villages of Bassi Tehsil under Bassi-Bisalpur water supply project to carry out works of providing Functional household Tap connections under Jal Jeevan Mission (JJM) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Provision of Construction of 200 mm Dia Tube Well and installation of Pumping Machinery.(15 No.) | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it's packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it's primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. | 1050 | Rmt. | |
| 3 | 3 | Construction of tube well after completion of drilling by rotary method & upto 150 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. | 1650 | Rmt. | |
| 4 | 4 | Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. | 15 | Each | |
| 5 | 5 | Supplying & Packing P-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-I) 1991 with latest amendment. | 47.7 | Cum | |
| 6 | 6 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) | 1065 | Rmt. | |
| 7 | 7 | Labour charges for making slots on blank pipes made of ERW MS black pipe of following sizes, the slotting should be as per IS:8110-2000 or as amended up to date. 200 mm dia | 540 | RM | |
| 8 | 8 | Supply and fixing MS clamp set o 50 X 6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pumpset | 15 | Each | |
| 9 | 9 | Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. | 15 | Nos. | |
| 10 | 10 | Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 7.5 KW (10 HP) & head above 120 mtr.(1W+1S) | 225 | KW | |
| 11 | 11 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes. | |||
| 12 | 12 | a) 80 mm | 15 | Nos. | |
| 13 | 13 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 14 | 14 | a) 80 mm | 15 | Nos. | |
| 15 | 15 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for 440 Volt AC Supply. | |||
| 16 | 16 | Above 5 HP and up to 10 HP | 15 | Nos. | |
| 17 | 17 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. | |||
| 18 | 18 | 16 sq mm size, 4 core | 450 | RM | |
| 19 | 19 | SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. \nNote: Rates are exclusive of tail piece / dismantling joints and earth work. | |||
| 20 | 20 | EFM 50 mm | 15 | Each | |
| 21 | 21 | Supplying & installing 100mm dia mtr sealed diaphragm bourdon type pressure gauge of range of 0 to 10 Kg including all jointing materials as per specification with safety cover | 15 | Nos. | |
| 22 | 22 | Providing & Lowering in tubewell ISI marked GI Pipe “B\" (medium) class as per IS:1239 part I 2004 or amended up to date, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. | |||
| 23 | 23 | a. 50mm dia. | 2100 | RM | |
| 24 | 24 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. | 15 | Sets | |
| 25 | 25 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. | 15 | Nos. | |
| 26 | 26 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. | |||
| 27 | 27 | a 4.0Sq.mm 3 core | 4200 | RM | |
| 28 | 28 | Providing & laying GI Pipe “A” (Light) class as per IS: 1239 pat 1: 2004 or amended upto date for casing pipe for submersible cable external work 40 mm dia complete in all respect. | 90 | RM | |
| 29 | 29 | Provision of pressure censor,RTU panel with GSM data loger,compatable date transferring data of amphere,voltage,ON/OFF,pressure,Flow tomaster controll centre.Transferring data to already established SCADA centre at Bassi IPS. | 15 | Each | |
| 30 | 30 | SITC of IEC, TUV certified, MNRE approved Solar Panels suitable for Rooftop as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and structure, showing arrangement of panel on available space, installation of PV module structure on shed / roof as per drawings including super structure wherever necessary as per drawin. Mounting structure suitably design to withstand wind velocity upto 150km/hr. \nGrid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5years warranty. \nAll cabling up to panel and metre, earthing etc. required accessiories and taxes are inclusive. (At Bassi IPS)\n \n | 5000 | Watt | |
| 31 | 31 | Provision for storage ESR and CWR . | |||
| 32 | 32 | Construction of RCC INTZE type Over Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS scren, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, food grade epoxy paint to internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . | |||
| 33 | 33 | AT BASSI IPS | |||
| 34 | 34 | Dyorha Chor ---- 200 KL ; 20 Mtr | 200000 | Litre | |
| 35 | 35 | Ghata ---- 200 KL ; 20 Mtr | 200000 | Litre | |
| 36 | 36 | Mansar Kheri ---- 200 KL ; 20 Mtr | 200000 | Litre | |
| 37 | 37 | Mangarh Khokhawala ---- 200 KL ; 20 Mtr | 200000 | Litre | |
| 38 | 38 | Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | |||
| 39 | 39 | AT BASSI IPS | |||
| 40 | 40 | Dyorha Chor,Mansar Kheri and Mangarh Khokhawala ---- 200 KL ; 20 Mtr(Each) | |||
| 41 | 41 | Wash out pipe 100 mm (For Four ESR) | 100 | m | |
| 42 | 42 | Inlet pipe 100 mm (For Dyorha Chor,Mansar Kheri and Mangarh Khokhawala ESR) | 90 | m | |
| 43 | 43 | Outlet pipe 150 mm (For Dyorha Chor,Mansar Kheri and Mangarh Khokhawala ESR) | 75 | m | |
| 44 | 44 | Overflow pipe 150 mm(For Dyorha Chor,Mansar Kheri and Mangarh Khokhawala ESR) | 90 | m | |
| 45 | 45 | Ghata ---- 200 KL ; 20 Mtr | |||
| 46 | 46 | Inlet pipe 150 mm | 30 | m | |
| 47 | 47 | Outlet pipe 200 mm | 25 | m | |
| 48 | 48 | Overflow pipe 200 mm | 30 | m | |
| 49 | 49 | Construction of RCC Circular Ground Service Reservoirs on Hillock of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab/dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.(Aprox 2Mtr.Staging) | |||
| 50 | 50 | AT HARDI IPS | |||
| 51 | 51 | Hardi HW ---- 250 KL | 250000 | Litre | |
| 52 | 52 | Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | |||
| 53 | 53 | Hardi HW ---- 250 KL | |||
| 54 | 54 | Wash out pipe 100 mm | 6 | m | |
| 55 | 55 | Inlet pipe 250 mm | 6 | m | |
| 56 | 56 | Outlet pipe 250 mm | 5 | m | |
| 57 | 57 | Overflow pipe 250 mm | 6 | m | |
| 58 | 58 | Valves at Inlet/Outlet/Wash out/Over Flow | |||
| 59 | 59 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 60 | 60 | At Inlet of OHSR | |||
| 61 | 61 | 100 mm | 3 | Each | |
| 62 | 62 | 150 mm | 1 | Each | |
| 63 | 63 | At Outlet of OHSRs | |||
| 64 | 64 | 150 mm | 6 | Each | |
| 65 | 65 | 200 mm | 2 | Each | |
| 66 | 66 | At Overflow of OHSRs | |||
| 67 | 67 | 150 mm | 3 | Each | |
| 68 | 68 | 200 mm | 1 | Each | |
| 69 | 69 | At Washout of OHSRs | |||
| 70 | 70 | 100 mm | 4 | Each | |
| 71 | 71 | At Inlet of CWRs | |||
| 72 | 72 | 250 mm | 1 | Each | |
| 73 | 73 | At Outlet of CWRs | |||
| 74 | 74 | 250 mm | 2 | Each | |
| 75 | 75 | At Overflow of CWRs | |||
| 76 | 76 | 250 mm | 1 | Each | |
| 77 | 77 | At Washout of CWRs | |||
| 78 | 78 | 100 mm | 1 | Each | |
| 79 | 79 | Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (suitable for sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer of PN 1.0/1.6 | |||
| 80 | 80 | 100 mm | 8 | Each | |
| 81 | 81 | 150 mm | 10 | Each | |
| 82 | 82 | 200 mm | 3 | Each | |
| 83 | 83 | 250 mm | 4 | Each | |
| 84 | 84 | SITC of Ultrasonic Level Transmitter suitable for measuring water level in reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %, as per detailed Technical specification, scope of work and direction of Engineer in charge.\n | |||
| 85 | 85 | Measuring range 0.0 to 6.0 mtr | 5 | Each | |
| 86 | 86 | Provision for Sectional Valve,Scour Valve and AirValve for Rising main, Distribution Main and Village Distribution Pipe Line . | |||
| 87 | 87 | Sectional valve ( BF/SV/FCV/flow meter) Chambers(25 No) | |||
| 88 | 88 | 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 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. \nAll kinds of soils | |||
| 89 | 89 | upto 1.5 mtrs | 189 | Cu.m. | |
| 90 | 90 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 10.8 | Cu.m. | |
| 91 | 91 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. \nM20 grade Nominal Mix / Design Mix | 65.7 | Cu.m. | |
| 92 | 92 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | 742.5 | Sqm | |
| 93 | 93 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) | 3075 | Kg. | |
| 94 | 94 | Providing, hoisting and fixing up to floor five level precast reinforced concrete work in Nominal M20 grade mix including cost of required centering, shuttering, finishing, smooth with 6 mm thick cement plaster 1:3 (1 cement: 3 fine sand) on exposed surface complete excluding cost of reinforcement | 8.197 | Cu.m. | |
| 95 | 95 | Scour Valve Chambers(11No.) | |||
| 96 | 96 | 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 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. up to 1.5 m\nAll kinds of soils | |||
| 97 | 97 | Size 1.2x1.2x.6 | 15.84 | Cu.m. | |
| 98 | 98 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 2.376 | Cu.m. | |
| 99 | 99 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. \nM20 grade Nominal Mix / Design Mix | |||
| 100 | 100 | long wall | 1.188 | cum | |
| 101 | 101 | short wall | 1.188 | cum | |
| 102 | 102 | cover | 1.584 | cum | |
| 103 | 103 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | |||
| 104 | 104 | Long wall | 23.76 | sqm | |
| 105 | 105 | Short wall | 23.76 | sqm | |
| 106 | 106 | cover | 15.84 | sqm | |
| 107 | 107 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) | |||
| 108 | 108 | taking steel @ 125 kg/cum of CC=0.36cum | 497.75 | kg | |
| 109 | 109 | Supplying and fixing Ferro cement cover with CI frame for chambers and MH of size 600x450 mm to withstand 3 t centre point load and minimum unfractired load of 1 t | 11 | each | |
| 110 | 110 | Cement plaster 1: 4, 20 mm th. on the outside and inside on RCC walls. | |||
| 111 | 111 | Long wall | 23.76 | sqm | |
| 112 | 112 | short wall | 23.76 | sqm | |
| 113 | 113 | cover | 47.52 | sqm | |
| 114 | 114 | Air Valve Shaft/chambers(17 No.) | |||
| 115 | 115 | Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50Mtr. Hard / dense soil upto 1.50 mtr. | 20.4 | Cum | |
| 116 | 116 | Providing and laying cement 'concreting including curing, compaction etc. complete using stone aggregate 40 mm nominal size in foundation and plinth, excluding cost of shuttering, using 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate) | 1.7 | Cum | |
| 117 | 117 | Providing & laying cement concrete for all RCC work including curing, compaction etc complete using stone aggregate 40mm nominal size (crusher broken) in foundation plinth, excluding the cost of shuttering using 1 cement : 1.5 sand : 3 aggregate | 8.773 | Cum | |
| 118 | 118 | P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. 50 mm dia.B class | 76.5 | mtrs | |
| 119 | 119 | Centering and shuttering with ply 'wood or steel sheets including 'strutting, propping, bracing 'bothways and removal of formwork 'for superstructure upto 4.5 m height above plinth level for walls (any thickness) including attached pilaster, buttresses etc | |||
| 120 | 120 | Upto plinth level | 28.825 | sqm | |
| 121 | 121 | Above Plinth level | 60.853 | sqm | |
| 122 | 122 | Locking facility with MS box | 850 | KG | |
| 123 | 123 | SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. \nNote: Rates are exclusive of tail piece / dismantling joints and earth work. | |||
| 124 | 124 | At Pump House Bassi | |||
| 125 | 125 | EFM 200 mm | 1 | Each | |
| 126 | 126 | SITC of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. \nNote: Rates are exclusive of tail piece / dismantling joints and earth work. | |||
| 127 | 127 | For Service Reservoir | |||
| 128 | 128 | BFM 80 mm | 4 | Each | |
| 129 | 129 | BFM 200 mm | 1 | Each | |
| 130 | 130 | Providing,Laying,Jointing and Commissioning of Rising Main and Distribution Network. | |||
| 131 | 131 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISi marked K-7 grade S&S pipes as per 15:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. | |||
| 132 | 132 | 80 mm DI K-7 | 400 | m | |
| 133 | 133 | 100 mm DI K-7 | 4100 | m | |
| 134 | 134 | 150 mm DI K-7 | 25300 | m | |
| 135 | 135 | 200 mm DI K-7 | 200 | m | |
| 136 | 136 | 250mm DI K-7 | 11900 | m | |
| 137 | 137 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply may be in coil or straight length in 6 M/12 M. | |||
| 138 | 138 | HDPE PE-100 PN-06 | |||
| 139 | 139 | 75 mm | 66275 | m | |
| 140 | 140 | 90 mm | 4450 | m | |
| 141 | 141 | 110 mm | 9900 | m | |
| 142 | 142 | Additional Rising Main for Connecting Local Sources to CWR at Hardi . | |||
| 143 | 143 | HDPE PE-100 PN-10 | |||
| 144 | 144 | 90 mm dia | 3400 | m | |
| 145 | 145 | 110 mm dia | 3200 | m | |
| 146 | 146 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply of pipe shall be in straight length in 6/12 M. | |||
| 147 | 147 | HDPE PE-100 PN-06 | |||
| 148 | 148 | 125 mm | 9700 | m | |
| 149 | 149 | 140 mm | 7750 | m | |
| 150 | 150 | 160 mm | 5150 | m | |
| 151 | 151 | 180 mm | 600 | m | |
| 152 | 152 | 200 mm | 700 | m | |
| 153 | 153 | 225 mm | 200 | m | |
| 154 | 154 | HDPE PE-100 PN-10 | |||
| 155 | 155 | 125mm dia | 200 | m | |
| 156 | 156 | 140mm dia | 2000 | m | |
| 157 | 157 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (SECTIONAL VALVES) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 158 | 158 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 | |||
| 159 | 159 | 80 mm | 34 | Each | |
| 160 | 160 | 100 mm | 27 | Each | |
| 161 | 161 | 125 mm | 18 | Each | |
| 162 | 162 | 150 mm | 17 | Each | |
| 163 | 163 | 200 mm | 10 | Each | |
| 164 | 164 | 250 mm | 10 | Each | |
| 165 | 165 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. | |||
| 166 | 166 | Class PN 1.6 | |||
| 167 | 167 | 40 mm | 32 | Each | |
| 168 | 168 | 50 mm | 15 | Each | |
| 169 | 169 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). | |||
| 170 | 170 | A/S Tee , Bend, Reducer (All End Socketed) | |||
| 171 | 171 | Upto 300 mm Diameter | 1900 | kG | |
| 172 | 172 | Double Flange Pipe (upto 1 mtr. length) | |||
| 173 | 173 | Upto 300 mm Diameter | 1400 | Kg | |
| 174 | 174 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. | |||
| 175 | 175 | All kind of soil | |||
| 176 | 176 | For HDPE pipe line dia up to 110 mm | 82553 | RMT | |
| 177 | 177 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 41025 | RMT | |
| 178 | 178 | For dia above 150 mm and up to 350 mm nominal. | 12240 | RMT | |
| 179 | 179 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. | |||
| 180 | 180 | In soft Rock;For HDPE pipe line dia up to 110 mm | 9172 | RMT | |
| 181 | 181 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 5010 | RMT | |
| 182 | 182 | For dia above 150 mm and up to 350 mm nominal. | 1360 | RMT | |
| 183 | 183 | Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications: Body- Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030, Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 420/ Gr 1.4021 Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 304,Nut- Bolts - SS, Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2. Insersion rubber of black EPDM 6mm thick ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied both inside and outside . Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 184 | 184 | Pilot Operated Plunger Type Flow Control Valve | |||
| 185 | 185 | 100 mm | 3 | Each | |
| 186 | 186 | 150 mm | 1 | Each | |
| 187 | 187 | Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. | 5343.96 | CuM | |
| 188 | 188 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. | 2137.9 | CuM | |
| 189 | 189 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. | |||
| 190 | 190 | M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | 3206.85 | CuM | |
| 191 | 191 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.\nApply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification. (2 No's)\n | |||
| 192 | 192 | 400 mm Dia 8 mm thick casing pipe with protective coating. | 175 | RM | |
| 193 | 193 | Provision for construction of civil works | |||
| 194 | 194 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect.---Construction of Boundry Wall at Campus including ESR (4 No.),and proposed HW (1 No's) | 480 | RM | |
| 195 | 195 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. | 1200 | Kg | |
| 196 | 196 | Provision of providing 9000 House Connections to Individual House Hold ,Linking with Aadhar and Geo tagging (For 28 Villages) | |||
| 197 | 197 | Providing service connection as per technical specification & standard drawing as per relevant IS code (amended up to date) from all kind of water mains up to consumer meter (complete job). This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of CC, WBM, Black top etc of all thickness, this also includes providing & fixing of all fitting duly approved in acordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with sadle piece gunmetal ferrule (ISI Mark), gunmatel NRV (ISI make), valve (IS :778) and required specials with MDPE pipe as per ISO 41427 with flushing, cleaning, disinfecting and testing of pipe line complete required for replacment and restoration of leak proof service connection. The service line should be laid at least 45 cm below road surface complete in all respect. the labour charges includes fixing of meter (meter shall be provided by consumer/dept. free of cost) | |||
| 198 | 198 | Average length upto 5 m of 20 mm MDPE pipe. | 9000 | Nos. | |
| 199 | 199 | Extra length of 20 mm MDPE pipe including excavation, proving, laying and jointing for length of service line above 5.00 mtr. | 1800 | Nos. | |
| 200 | 200 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. | |||
| 201 | 201 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | 1620 | Cum | |
| 202 | 202 | Survey of all properties, preparation of GIS based consumer mapping of consumer water connection database, plotting assets on GIS map etc (Satellite image will be provided by the Department) | 9000 | Nos | |
| 203 | 203 | Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers like i.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator. | 9000 | Nos | |
| 204 | 204 | Cost Estimate for Annual Operation and Maintenence Expenditure for 10 year's. | |||
| 205 | 205 | Cost for Basic Service Charges, Administration and Management, Running of Office, Staff Quarters, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, salts for producing chlorine, chemicals,(except PAC & Chlorine) Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency) as per Scope of Work & terms & conditions of contract for 10 year after defect laibility period of one year. | |||
| 206 | 206 | O&M of entire system for Defect laibility period of one year (free of cost) | |||
| 207 | 207 | Ist Year | 12 | Month | |
| 208 | 208 | IInd Year | 12 | Month | |
| 209 | 209 | IIIrd Year | 12 | Month | |
| 210 | 210 | IV th Year | 12 | Month | |
| 211 | 211 | V thYear | 12 | Month | |
| 212 | 212 | VI thYear | 12 | Month | |
| 213 | 213 | VII thYear | 12 | Month | |
| 214 | 214 | VIII thYear | 12 | Month | |
| 215 | 215 | IX thYear | 12 | Month | |
| 216 | 216 | X thYear | 12 | Month |
AI Tender Summary
Tender Timeline
Jun 05, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJun 29, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 30, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender