04/2021-22 Work Of Conversion Of Hp To Piped Wss Khawa Tehsil Sawai Madhopur Division Sawai Madhopur To Provide Fhtc Including One Year Defect Liability Period Under Jjm
Tender Value
49.46 Lakhs
Estimated cost
Bid Submission
05 May 2021
0 days left
EMD
98923
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Khawa → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Work Of Conversion Of Hp To Piped Wss Khawa Tehsil Sawai Madhopur Division Sawai Madhopur To Provide Fhtc Including One Year Defect Liability Period Under Jjm
BOQ
| Name of Work: Work of P/L/J testing and commissioning of Pipe Line, Construction & Commissioning of TW, RCC Reservoir, FHTCs etc. with defect liability period of 12 months at Conversion from HP to piped water supply scheme Khawa Tehsil and Distt. S.Madhopur | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | (PHED BSR 2020) Construction of 200 mm Dia Tube well | |||
| 2 | 1.01 | Construction of Tube Well up to 100 mtr. 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 casing pipes, (if required) excluding cost of casing 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. | |||
| 3 | 1.02 | Nominal bore 200 mm dia. | 100 | Mtr. | |
| 4 | 1.03 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. | 60 | mtr | |
| 5 | 2 | 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 amended up to date. | 1 | Each | |
| 6 | 3 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes | |||
| 7 | 3.01 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) | 45 | Mtr | |
| 8 | 4 | 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. | |||
| 9 | 4.01 | 200 mm dia nominal bore. | 16 | Mtr | |
| 10 | 5 | Providing & laying ISI marked GI Pipe “A” (light) class as per IS:1239 part I 2004 or amended up to date for casing pipe for submersible cable external/internal work 40 mm dia complete in all respect. | 17.4 | Mtr | |
| 11 | 6 | 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. | |||
| 12 | 6.01 | upto5.5 KW (7.5 HP) & head above 120 mtr. | 18.6 | KW | |
| 13 | 7 | 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. | |||
| 14 | 7.01 | Above 5 HP and upto 10HP | 1 | Each | |
| 15 | 8 | 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. | |||
| 16 | 8.01 | 3 core 6.0 Sq.mm | 300 | Mtr | |
| 17 | 9 | 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 | 9.01 | 16.0 Sq.mm, 4 core | 40 | Mtr | |
| 19 | 10 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x600mm 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. | 1 | Each | |
| 20 | 11 | 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. | 1 | Each | |
| 21 | 12 | Supply & Fixing tube well cover of MS sheet 8mm thick at top & 8mm 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. | |||
| 22 | 12.01 | 200 mm dia | 1 | Each | |
| 23 | 13 | 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. | |||
| 24 | 13.01 | 50 mm dia | 150 | Mtr | |
| 25 | 14 | Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG)suitable with locking arrangement of following dia. | |||
| 26 | 14.01 | 50 mm dia | 1 | Each | |
| 27 | 15 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. | 1 | Each | |
| 28 | 16 | 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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.0 80 mm dia | 1 | Each | |
| 29 | 17 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes | |||
| 30 | 17.01 | 80 mm dia | 1 | Each | |
| 31 | 18 | 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. | 1 | Each | |
| 32 | 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. | 1 | Each | |
| 33 | 20 | 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. | |||
| 34 | 20.01 | Manually Operated CI Sluice valve of Class PN-1.0 80 mm dia | 1 | Each | |
| 35 | 21 | Rising Main Pipe Line | |||
| 36 | 21.01 | 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) 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.Supply up to 110 mm dia. in coil & above 110 mm dia straight length in 6 M. HDPE PE-80 PN-10 90mm | 600 | R.mtr | |
| 37 | 22 | Providing, lowering, laying in trenches, aligning, fixing in position 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/ 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) \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. 100 mm | 20 | R.mtr | |
| 38 | 22.01 | 150 mm | 20 | R.mtr | |
| 39 | 23 | 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. in all type of soil for HDPE pipe line dia up to 110 mm | 620 | R.mtr | |
| 40 | 23.01 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 20 | R.mtr | |
| 41 | 23.02 | Deduct rate for above item of E/W for pipe line, in case of road cutting, deduct 10percent for each layer of 100 mm thick road cut i.e. 20 percent for 200 mm thick and so on. | 1 | Mtr | |
| 42 | 24 | 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. | 28.8 | P.cum | |
| 43 | 25 | 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. | |||
| 44 | 25.01 | Bituminous courses | 33 | P.cum | |
| 45 | 25.02 | Granular courses | 33 | P.cum | |
| 46 | 26 | 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. | 2.88 | P.cum | |
| 47 | 27 | 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. | |||
| 48 | 27.01 | M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | 28.8 | P.cum | |
| 49 | 28 | 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. | |||
| 50 | 28.01 | Manually Operated CI Sluice valve of Class PN-1.0 | |||
| 51 | 28.02 | 80 mm | 2 | Each | |
| 52 | 28.03 | 100 mm | 1 | Each | |
| 53 | 29 | Distribution Main Pipe Line | |||
| 54 | 29.01 | 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) 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. Supply up to 110 mm dia. in coil & above 110 mm dia straight length in 6 M. | |||
| 55 | 29.02 | HDPE PE-80 PN-6 75mm | 200 | R.mtr | |
| 56 | 29.03 | HDPE PE-80 PN-6 90mm | 900 | R.mtr | |
| 57 | 29.04 | HDPE PE-80 PN-6 110mm | 400 | R.mtr | |
| 58 | 30 | 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.Supply of pipe shall be in straight length in 6/12 M. | |||
| 59 | 30.01 | 140 mm dia | 20 | R.Mtr | |
| 60 | 31 | Providing, lowering, laying in trenches, aligning, fixing in position 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/ 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) \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. 100 mm | 10 | R.Mtr | |
| 61 | 32 | 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. In all type of soil | |||
| 62 | 32.01 | For HDPE pipe line dia up to 110 mm | 1510 | R.mtr | |
| 63 | 32.02 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 20 | R.mtr | |
| 64 | 33 | 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. | 1 | R.mtr | |
| 65 | 34 | 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. | 51.64 | P.cum | |
| 66 | 35 | 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. | |||
| 67 | 35.01 | Bituminous courses | 5.164 | P.cum | |
| 68 | 35.02 | Granular courses | 5.164 | P.cum | |
| 69 | 36 | 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. | 5.16 | P.cum | |
| 70 | 37 | 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. | |||
| 71 | 37.01 | M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | 51.638 | Cum | |
| 72 | 38 | 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. Manually Operated CI sluice Valve of Class PN-1.0 80mm | 2 | Each | |
| 73 | 38.01 | 100 mm | 2 | Each | |
| 74 | 38.02 | 150 mm | 2 | Each | |
| 75 | 39 | Reservior | |||
| 76 | 39.01 | 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 . | |||
| 77 | 39.02 | 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 | |||
| 78 | 39.03 | 100 KL Capacity 18 mtr Staging | 100000 | P.Ltr | |
| 79 | 40 | 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. | |||
| 80 | 40.01 | For RCC OHSR | |||
| 81 | 40.02 | 100 mm | 85 | Mtr. | |
| 82 | 40.03 | 150 mm | 50 | Mtr. | |
| 83 | 41 | 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 | |||
| 84 | 41.01 | 100 mm | 4 | Each | |
| 85 | 41.02 | 150 mm | 2 | Each | |
| 86 | 42 | 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). | |||
| 87 | 42.01 | A/F Tee , Bend, Reducer (All End Flanged) Upto 300 mm Diameter | 200 | P. Kg. | |
| 88 | 42.02 | Double Flange Duckfoot Bend Upto 300 mm Diameter | 200 | P. Kg. | |
| 89 | 42.03 | Double Flange Pipe (upto 1 mtr. length) Upto 300 mm Diameter | 200 | P. Kg. | |
| 90 | 43 | Recharge Structure | |||
| 91 | 43.01 | E/W in excavationover areas (exceeding 30 cm in depth 1.5 mtr. in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift up to 1.5 mtr. disposed earth to be leveled and neatly dressed. | |||
| 92 | 43.02 | All kind of soil | 90 | P.cum | |
| 93 | 43.03 | Ordinary rock | 58 | P.cum | |
| 94 | 43.04 | Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost of centering and shutting - All work up to plinth level. | |||
| 95 | 43.05 | 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size). | 0.32 | P.cum | |
| 96 | 43.06 | 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size). | 0.76 | P.cum | |
| 97 | 43.07 | Structural steel work in single section fixed without connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height. In Flates, Tees, Angles & Channel etc. | 20 | kg | |
| 98 | 43.08 | Supply of Coarse Sand | 5.4 | P. mtr | |
| 99 | 43.09 | Providing and fixing Grevels | |||
| 100 | 43.1 | 6 mmnominal size Crusher broken | 2.7 | P.cum | |
| 101 | 43.11 | 20 mm nominal size Crusher broken | 2.7 | P.cum | |
| 102 | 43.12 | 100 mm hand broken | 3.6 | P.cum | |
| 103 | 43.13 | 300 mm hand broken | 27 | P.cum | |
| 104 | 43.14 | Plaster on New surface on wall in cement sand mortar 1 : 3 including raking of joints etc complete fine finish. 20 mm thick | 33 | P.sqm | |
| 105 | 43.15 | Provding & Fixing Wire Mesh : 14 Mesh X 24.0 Gauge | 54 | P.sqm | |
| 106 | 43.16 | Random rubble dry stone Kharanja under floor | 10 | P.cum | |
| 107 | 43.17 | Providing & Lowering of ISI mark Unplastisized ployvinyl chloride (PVC-U) casing pipe as per IS; 12818 : 2010 or amended upto date and technical specification for tube well of DCB with threading, winding with superior quality of plastic mesh & rope in threee layers with end cap complete. | |||
| 108 | 43.18 | 150 mm nominal bore | 8 | P.mtr | |
| 109 | 43.19 | Stone Masonary for foundation. Random Rubble Stone Masonary for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement sand mortar : 1:6 (1 Cement : 6 Sand) | 7 | P.cum | |
| 110 | 44 | Valve Chamber | |||
| 111 | 44.01 | E/W in excavationover areas (exceeding 30 cm in depth 1.5 mtr. in width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift up to 1.5 mtr. disposed earth to be leveled and neatly dressed. | |||
| 112 | 44.02 | All kind of soil | 6.94 | P.cum | |
| 113 | 44.03 | Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost of centering and shutting - All work up to plinth level. | |||
| 114 | 44.04 | 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone aggregate 40 mm nominal size). | 0.64 | P.cum | |
| 115 | 44.05 | Centering & Shuttering with plywood or steel sheets including struttings propping bracing both ways with wooden members removal of form work for up to floor three level for Walls (any thickness) including attached pillaster buttresses, plinth and string course. | 21.6 | p.sqm | |
| 116 | 44.06 | Centering & Shuttering with plywood or steel sheets including struttings propping bracing both ways with wooden members removal of form work for up to floor three level for : Suspended floor, roofs, landings, staricases, balconies girders, cantilevers, bands, coping bed plates, anchor blocks sills, chajjas, lintels, beams etc. | 4.5 | p.sqm | |
| 117 | 44.07 | RCC work including atteched pilasters, buttresses, plinth and string coureses, fillets, columns, pillers, abutements, posts etc upto floor three level including curing compaction, finishing 1:1:5:3 (M-20) | 2.92 | P.cum | |
| 118 | 44.08 | Providing and fabricatting reinforcement for RCC work including straightening cutting, bending and placing in position in binding (Including cost of binding wire) All complete up to floor Three level Thermomechanically Treated bars (Conforming of relevent IS code | 140 | p. kg | |
| 119 | 44.09 | Supply and fixing RCC main holes cover with frame of approved make (Light duty) (450 mm dia) | 2 | each | |
| 120 | 45 | FHTC 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 12.5 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 | 185 | Each | |
| 121 | 46 | 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. | 185 | Each |
AI Tender Summary
Tender Timeline
Apr 23, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMay 05, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 06, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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