Work Of Various Rural Water Supply Scheme To Provide Fhtcs Including One Year Defect Liability Period Of Villages Datasui-Ranila-Badila Under Block Bamanwas Under Jjm In The Jurisdiction Of Division Gangapur City Distt . S . Madhopur
Tender Value
4.80 Crore
Estimated cost
Bid Submission
08 Jul 2021
0 days left
EMD
9.60 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bharatpur → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Work Of Various Rural Water Supply Scheme To Provide Fhtcs Including One Year Defect Liability Period Of Villages Datasui-Ranila-Badila Under Block Bamanwas Under Jjm In The Jurisdiction Of Division Gangapur City Distt . S . Madhopur
BOQ
| Name of Work: Work of various RWSS to provide FHTCs including one year Defect Liability period of Villages Datasui-Ranila-Badila under Block Bamanwas under JJM in the jurisdiction of Division Gangapur City Distt. S.Madhopur | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 0 | Tube well | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1 | Construction of tube well up to 100mtr. Depth in all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of pipes, as per IS:2800 Part 1 : 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe. | BI01010001010000000000000515BI0100001114 | ||
| 3 | 2 | Nominal bore 200 mm dia. | 500 | Mtr. | |
| 4 | 3 | Add 15% extra on depth more than 100 m for drilling beyond 100 m depth. | 250 | Mtr. | |
| 5 | 4 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes | |||
| 6 | 5 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) | 227.269 | Mtr. | |
| 7 | 6 | Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. | |||
| 8 | 7 | 200 mm dia nominal bore of 5.4mm thickness | 60 | Mtr. | |
| 9 | 8 | 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 end in 80mm sizes passing through a hole in the centre of MS sheet. A 25mm 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. | |||
| 10 | 9 | 200 mm dia | 5 | Each | |
| 11 | 10 | Providing & Lowering in tube well ISI marked GI Pipe “B\" class as per IS:1239 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. | |||
| 12 | 11 | 50 mm dia | 250 | Mtr | |
| 13 | 12 | Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2011 (pump) and IS 9283-2013 (motor) or 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. | |||
| 14 | 13 | Up to 5.5 KW (7.5 HP) & head up to 120 mtr. | 27.5 | KW | |
| 15 | 14 | Providing & laying ISI marked GI Pipe “A” class as per IS: 1239 for casing pipe for submersible cable external work 40 mm dia complete in all respect. | 200 | Mtr. | |
| 16 | 15 | Supply and Fixing XLPE insulated/PVC sheathed cable of 1.1K.V. grade with aluminium conductor Armoured of IS : 7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cm X 75cm size thrench, 25 cm thick under layer of sand, second class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required size | |||
| 17 | 16 | 3.5 core 16.0 mm2 | 75 | Mtr. | |
| 18 | 17 | 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. | |||
| 19 | 18 | 3 core 4.0 Sq.mm | 1000 | Mtr. | |
| 20 | 19 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover. | 5 | Each | |
| 21 | 20 | 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 on 440 Volt AC Supply. | |||
| 22 | 21 | Above 5 HP and up to 10 HP | 5 | Each | |
| 23 | 22 | 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. \n | 5 | Each | |
| 24 | 23 | Providing & fixing of double flanged C.I. Body ISI marked NRV of approved make | |||
| 25 | 24 | 80 mm dia | 5 | each | |
| 26 | 25 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ 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. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 27 | 26 | Manually Operated CI Sluice valve of Class PN-1.0 | |||
| 28 | 27 | 80 mm HW | 5 | Each | |
| 29 | 28 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. | 5 | Each | |
| 30 | 29 | Proving and Fixing 32 mm dia Full way valve or wheel valve as per IS:778 or amended up to date of approved make, on pump delivery pipe. | 5 | Each | |
| 31 | 30 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. | 5 | Each | |
| 32 | 31 | RISING MAIN | |||
| 33 | 32 | 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. | |||
| 34 | 33 | 110 mm HDPE PE-80 PN-10 | 2950 | Mtr. | |
| 35 | 34 | 140 mm HDPE PE-80 PN-10 | 5210 | Mtr. | |
| 36 | 35 | Providing lowering laying in trenches, aligning, fixing in postion and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS: 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 and unloading charges including cost of labour and material special (tees, bends, etc.) satisfacrtory hydraulic testing disinfection etc. complete as per technical Specifications and direction of Engineer-in-charge. (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. | |||
| 37 | 36 | 80 mm dia | 600 | RMT | |
| 38 | 37 | 100 mm dia | 200 | RMT | |
| 39 | 38 | 150 mm dia | 5200 | Mtr. | |
| 40 | 39 | 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. | |||
| 41 | 40 | In all type of soil | |||
| 42 | 41 | For HDPE pipe line dia up to 110 mm | 2950 | Mtr. | |
| 43 | 42 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 10210 | Mtr. | |
| 44 | 43 | Deduct rate for above item of E/W for pipe line, in case of road cutting, deduct 10% for each layer of 100 mm thick road cut i.e. 20% for 200 mm thick and so on. | 640.625 | 10 % RMT | |
| 45 | 44 | In soft Rock | |||
| 46 | 45 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 1000 | RMT | |
| 47 | 46 | Provision for Sluice valve/ Air Valve chamber\n60x60x100 cm for 80/100/125/150 \n | 8 | Each | |
| 48 | 47 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per\ndirection of Engineer-in-charge.\n(1 : 3 : 6 OR RICHER MIX. )\n | 38.785 | Cum | |
| 49 | 48 | 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.M15 grade Nominal Mix\n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm\nnominal size). | 38.009 | cum | |
| 50 | 49 | Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, 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 per technical specification and scope of work. | |||
| 51 | 50 | Bituminous courses | 10 | Cum | |
| 52 | 51 | Granular courses | 10 | Cum | |
| 53 | 52 | 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. | |||
| 54 | 53 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | 0.776 | cum | |
| 55 | 54 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ 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. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 56 | 55 | Manually Operated CI Sluice valve of Class PN-1.0 | |||
| 57 | 56 | 80 mm HW | 4 | Each | |
| 58 | 57 | 100 mm HW | 8 | Each | |
| 59 | 58 | 150 mm HW | 4 | Each | |
| 60 | 59 | DISTRIBUTION SYSTEM | |||
| 61 | 60 | 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. | |||
| 62 | 61 | 75 mm HDPE PE 80 PN 6 | 16419 | Mtr | |
| 63 | 62 | 90 mm HDPE PE 80 PN 6 | 287 | Mtr | |
| 64 | 63 | 110 mm HDPE PE 80 PN 6 | 219 | Mtr | |
| 65 | 64 | 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. | |||
| 66 | 65 | 125 mm dia HDPE PE-80 PN-6 | 146 | Mtr | |
| 67 | 66 | 140 mm dia HDPE PE-80 PN-6 | 61 | Mtr | |
| 68 | 67 | 160 mm dia HDPE PE-80 PN-6 | 42 | Mtr | |
| 69 | 68 | 180 mm dia HDPE PE-80 PN-6 | 44 | Mtr | |
| 70 | 69 | 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. | |||
| 71 | 70 | In all type of soil | |||
| 72 | 71 | For HDPE pipe line dia up to 110 mm | 16925 | Mtr. | |
| 73 | 72 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 207 | Mtr. | |
| 74 | 73 | For dia of pipe above 150 mm and up to 350 mm nominal. | 86 | Mtr. | |
| 75 | 74 | Deduct rate for above item of E/W for pipe line, in case of road cutting, deduct 10% for each layer of 100 mm thick road cut i.e. 20% for 200 mm thick and so on. | 15232.5 | 10% RMT | |
| 76 | 75 | Provision for Sluice valve/ Air Valve chamber\n60x60x100 cm for 80/100/125/150 \n | 10 | Each | |
| 77 | 76 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ 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. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.\nManually Operated CI Sluice valve of Class PN-1.0 | |||
| 78 | 77 | 80 mm HW | 15 | Each | |
| 79 | 78 | 100 mm HW | 10 | Each | |
| 80 | 79 | 125 mm HW | 5 | Each | |
| 81 | 81 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per\ndirection of Engineer-in-charge.\n(1 : 3 : 6 OR RICHER MIX. )\n | 1436.75 | Cum | |
| 82 | 82 | 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.M15 grade Nominal Mix\n1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm\nnominal size). | 1408.02 | cum | |
| 83 | 83 | 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. | |||
| 84 | 84 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | 28.735 | cum | |
| 85 | 85 | Providing, lowering, aligning, fixing in position and jointing CI 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 and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6\n | |||
| 86 | 86 | 80 mm dia | 30 | Each | |
| 87 | 87 | 100 mm dia. | 15 | Each | |
| 88 | 88 | 125 mm dia. | 4 | Each | |
| 89 | 89 | 150 mm dia. | 4 | Each | |
| 90 | 91 | Reservoir | |||
| 91 | 92 | Construction of RCC INTZE type 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 screen, 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, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on 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 conducting SBC test, design and proof check of reservoirs (if required),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(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . | |||
| 92 | 93 | The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. | |||
| 93 | 94 | Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC as below: | |||
| 94 | 95 | For foundation on SBC 7 MT/sqm applicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5% | |||
| 95 | 96 | For foundation on SBC more than 5 MT/sqm and up to 7 MT/sqm, add 7.5%. | |||
| 96 | 97 | For foundation on SBC more than 18MT/sqm rates decreased by 5 % | |||
| 97 | 98 | For foundation on SBC more than 10MT/sqm rates decreased by 5 % | |||
| 98 | 99 | The rates are applicable for staging height of 18 M. These rates shall be increased or decreased for variation in the staging height as below | |||
| 99 | 100 | For staging 20 Mtr add 5% | |||
| 100 | 101 | For staging 22 Mtr add 7% | |||
| 101 | 102 | For staging above 22 Mtr add 2% per mtr over rate of 22 mtr staging ( only in exceptional condition where hydraulics does not permit) | |||
| 102 | 103 | For staging less than 18 Mtr decrease 2% per Mtr. | |||
| 103 | 104 | Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. | |||
| 104 | 105 | Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter. | |||
| 105 | 106 | 150 KL capacity 18 Mtr. staging | 150000 | Ltr. | |
| 106 | 107 | 130 KL capacity 18 Mtr. staging | 130000 | Ltr. | |
| 107 | 108 | 130 KL capacity 18 Mtr. staging | 130000 | Ltr. | |
| 108 | 109 | Construction of RCC Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab and food grade epoxy paint to inner face of the container and 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 on 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. | |||
| 109 | 110 | Notes | |||
| 110 | 111 | The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. | |||
| 111 | 112 | Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC as below: | |||
| 112 | 113 | For foundation on SBC 7 MT/sqm applicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5% | |||
| 113 | 114 | For foundation on SBC more than 5 MT/sqm and up to 7 MT/sqm, add 7.5%. | |||
| 114 | 115 | For foundation on SBC more than 18MT/sqm rates decreased by 5 % | |||
| 115 | 116 | Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. | |||
| 116 | 117 | Rates for RCC Circular Flat Slab CWR, SBC 10T/sqm, seismic zone II . | |||
| 117 | 118 | up to100 KL capacity | 100000 | Ltr. | |
| 118 | 119 | up to100 KL capacity | 70000 | Ltr. | |
| 119 | 120 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | |||
| 120 | 121 | 100 mm | 132 | M | |
| 121 | 122 | 150 mm | 131.606 | M | |
| 122 | 123 | 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. | |||
| 123 | 124 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 | |||
| 124 | 125 | 100 mm dia | 2 | Each | |
| 125 | 126 | 150 mm dia | 2 | Each | |
| 126 | 127 | Pump Machinery | |||
| 127 | 128 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee. | |||
| 128 | 129 | Centrifugal Monoblock Pump set (Single Stage) | |||
| 129 | 130 | 5 HP | 2 | Each | |
| 130 | 131 | 10 HP | 2 | Each | |
| 131 | 132 | 25.0 HP | 2 | Each | |
| 132 | 133 | SITC DOL Starter type LT Panel of following rating, all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. complete as per Technical Specifications and as per direction of Engineer-In-Charge.\n | |||
| 133 | 134 | DOL STARTER 5HP - (1W+ 1S): \n I/C - MCB 40A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G- MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2) | 2 | Each | |
| 134 | 135 | SITC STAR DELTA Starter type LT Panel of following rating: all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge.\n | |||
| 135 | 136 | STAR DELTA STARTER 10.0 HP - (1W+ 1S): I/C - MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \nO/G- MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) | 2 | Each | |
| 136 | 137 | STAR DELTA STARTER 25.0 HP (1W+ 1S): I/C- MCCB 125KA TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \nO/G- MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) | 2 | Each | |
| 137 | 138 | INSTALLATION OF PUMP SETS | |||
| 138 | 139 | Providing and fixing of flanged/plain ended MS Specials made from MS sheet stripe of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer in Charge.\nMS pipe specials upto 600 mm dia (with minimum 5mm thickness sheet) | 1129.06 | Kg,. | |
| 139 | 140 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover. | 6 | Each | |
| 140 | 141 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 141 | 142 | 80 mm dia class PN 1.0 | 6 | Each | |
| 142 | 143 | Providing, lowering, aligning, fixing in position and jointing CI 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 and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6 | |||
| 143 | 144 | 80 mm dia | 4 | Each | |
| 144 | 145 | 100 mm dia | 2 | Each | |
| 145 | 146 | 150 mm dia | 1 | Each | |
| 146 | 147 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ 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. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | |||
| 147 | 148 | 80 mm HW | 12 | Each | |
| 148 | 149 | 100 mm HW | 12 | Each | |
| 149 | 150 | 150 mm HW | 6 | Each | |
| 150 | 151 | SITC of D/F Full bore type Electromagnetic Flow Meter of apporved make of following dia and specifications complete : Media : Water (Raw/Chlorinated), Pressure : up to 1.5 Mpa, Process temp :-50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316 L/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, Accurance : + 0.5% M.V.-Velocity 0.3 to 10 m/s, Transmitter/singlal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC- 50 Hz, Output I : 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, Protections 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 pipe line 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. \nEFM-\n | |||
| 151 | 152 | 80 mm dia. | 6 | Each | |
| 152 | 153 | Pump House | |||
| 153 | 154 | Construction of Pump house of required size suitable for installation of miximum 4 no. Monoblock pump sets as per apporved GA drawing, scope of work and technical specification complete work in all respect. | 52 | P.Sqm | |
| 154 | 155 | Wiring for light point /fan point/exhaust Fan point /call bell point with 1.5 Sq.mm P.V.C.insulated aluminium conductor cable1.1 KV grade and 1.5 sqm PVC insulated unsheathed solid /stranded aluminium earth conductor 1.1 KV ( IS :694 of group ii and approved make in surface /rescessed ISI marked medium , zinl plated/ duty PVC conduit &its acessories, round tiles, 18 SWG MS box with earthing terminal ,6 A switch,3.0 mm thick phenolic laminated sheet,zinl plated/brass screws cup washers , making connection, testing etc as required Group-1 | |||
| 155 | 156 | (a) Short Point (upto 3 mtr.) | 6 | P .Point | |
| 156 | 157 | (b) Medium Point (upto 6mtr.) | 5 | P .Point | |
| 157 | 158 | (c) Long Point (upto 10 mtr.) | 3 | P .Point | |
| 158 | 159 | Wiring for twin control light point /fan point/call bell point with 1.5 Sq.mm P.V.C.insulated aluminium conductor cable1.1 KV grade and 1.5 sqm PVC insulated unsheathed solid /stranded aluminium earth conductor 1.1 KV ( IS :694 of group ii and approved make in surface /rescessed ISI marked medium , zinl plated/ duty PVC conduit &its acessories, round tiles, 18 SWG MS box with earthing terminal ,6 A switch,3.0 mm thick phenolic laminated sheet,zinl plated/brass screws cup washers , making connection, testing etc as required Medium point (up to 6 Mtr) group-1 | 2 | P.Point | |
| 159 | 160 | Supplying and making one end termination with heavy duty single compression brass gland SIBG type, heavy duty aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. | |||
| 160 | 161 | (a) 2 x 4.0 sq.mm | 3 | Mtr | |
| 161 | 162 | P&F 18 SWG MS recessed fan box hexagonal /round size 100 mm dia , depth, 75 mm ,12mm dia rod fan hook with 100 m length extended on each side | 2 | Each | |
| 162 | 163 | P&F double ball bearing capacitor start ceiling fan of approved make complete with regulator and all its accessories like suspention system,canopy cotter pin etc as required --size 1200 mm sweep | 2 | Each | |
| 163 | 164 | P&F 240/415 V AC MCB with positive isolation of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/sheets including making connections, testing etc. as required. --single pole and neutral MCB rating 6A to 32 A Group I | 2 | Each | |
| 164 | 165 | Supplying and laying following size earth wire/strip in horizontal and vertical run in ground /surface/recess including riveting, soldering, saddles making connection as required. ---10 SWG copper wire | 50 | Mtr | |
| 165 | 166 | P & F box type fluorescent tube fitting fabricated from CRCA sheet and finished with powder coating / stove enamelled paint complete with accessories (Low Loss Copper Choke, starter, starter seat) / Electronic Choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required( without tube). ( 1 X 36 Watts with EB) | 2 | EACH | |
| 166 | 167 | P & F of IP20 LED Recessed / Surface Mounted, Round / Sqaure Non-Dimmable Downlight with die-cast aluminum housing & Heat Sink for heat dissipation, high purity reflector with external driver having efficiency > 85% and in compliance to IEC standards. Power Consumption of = 7W/ 10W / 15W / 18W with ~ 500 / 750 / 1100 / 1250 lumens, System Lumen efficacy of 70 lm / watt output suitable to replace 1x18W / 2x18W / 2x 26W CFL Downlights, life time of 50000 Burning Hours with 70% of intial Lumen maintaned. CCT 3000°K , 4000°K & 6000°K. Fixture shall be CE compliance. Recessed Mounting LED Downlight 6/7W | 1 | Each | |
| 167 | 168 | Boundary wall | |||
| 168 | 169 | Construction of boundary wall of Brick/stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. | 400 | P. Mtr. | |
| 169 | 170 | 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, welding and fabrication with priming coat of red oxide and two coat of enamal paints. | 704.543 | Kg,. | |
| 170 | 171 | FHTC | |||
| 171 | 172 | Providing service connection as per technical specification and standard drawing as per relevant IS code (amended up to date) from all kind of water mains up to consumer meter/premises (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 cement concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter ; providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS/PVC clamp with saddle piece, gunmetal ferrule 4.0 mm (ISI make) , valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427 below ground level and GI 15 mm class B (ISI mark) above ground level ( max. length 3.0 mtr), P&F a Bib Cock (IS : 8931 Mark), Superior quality Brass 400 gm,15 mm nominal bore including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 cm below ground level, except in case of concrete/bituminous roads where minimum depth shall be 20 cm.\nFor detailed specifications of MDPE pipes please refer section \"Technical Specifications\" of bid document. General specifications of MDPE pipes shall be as under:\n• The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of testing material : 9080 with minimum required strength of 8 Kg/sq.cm.\n• The raw material shall be Food grade quality \nPressure rating shall be 16 Bar.\n• The pipes shall bear ISO marking.\nAverage length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe\n | 1048 | Nos. |
AI Tender Summary
Tender Timeline
Jun 14, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 09, 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