06/2021-22 Works Related To Conversion Of Existing Handpump Water Supply Scheme Village Derol Tehsil Reodar , District Sirohi Under Jal Jeevan Mission ( Jjm ) Pws
Tender Value
37.46 Lakhs
Estimated cost
Bid Submission
10 May 2021
0 days left
EMD
74920
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Derol → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
06/2021-22 Works Related To Conversion Of Existing Handpump Water Supply Scheme Village Derol Tehsil Reodar , District Sirohi Under Jal Jeevan Mission ( Jjm ) Pws
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-Apr-2021 | 2021_PHCJO_220254_1 | Technical Bid | 10-May-2021 |
BOQ
| Name of Work: WORKS RELATED TO CONVERSION OF EXISTING HANDPUMP WATER SUPPLY SCHEME VILLAGE DEROL TEHSIL REODAR, DISTRICT SIROHI UNDER JAL JEEVAN MISSION (JJM) PWS | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | CONSTRUCTION OF 200MM DIA. 180 MT DEPTH TUBE WELL (Rates are based on PHED SOR 2020) | |||
| 2 | 2 | (2.3) 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 | 3 | (2.4.2) Nominal bore 200 mm dia. | 100 | Per mtr. | |
| 4 | 4 | (2.4.3) Add 15% extra on above item for drilling depth beyond 100 mtr, If depth\nof Tube well is more than 100 mtr. | 80 | Per mtr. | |
| 5 | 5 | (2.8) Testing verticality of tube well by plumbing system and yield test anddraw down test by pumping system as per IS : 2800 (Part - II) - 1979 asamended up to date. | 1 | Each | |
| 6 | 6 | (2.22) S&F M.S. Clamps set of 50x6mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. | 2 | Sets | |
| 7 | 7 | (2.19) Supply & Fixing of ISi marked three core PVC flat submersible cable asper IS 694: 1990 or amended up to date and conductor as per class 5 of IS8 130: 1980 includ ing making connection etc. | |||
| 8 | 8 | (2.19.1) 3 core 4.0 mm2 | 250 | Mtr | |
| 9 | 9 | (2.2) Providing and Laying of ISI Marked PVC insulated and PVC sheathed cables of 1.1 KV grade with aluminum conductor of IS 1554 category II and approved make of including excavation of 30cmx75cm side trench as per IS 1255, 25cm thick under layer of sand II class brick covering, refilling earth in the remaining portion making necessary connection including testing etc. of required size 4 core (category 1) make as mentioned in specification. | |||
| 10 | 10 | (2.20.2) 16 Sqmm, 4 core | 100 | RM | |
| 11 | 11 | (2.24) Providing & Lowering in tubewell ISl marked GI Pipe \"B\" class as perIS: 1239 or amended up to date threaded and double flanged (welded) onboth ends and two number 25x3mm ms flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. | |||
| 12 | 12 | (2.24.2) 50 mm dia | 120 | Mtr | |
| 13 | 13 | (2.11) Supply of ERW M.S. black casing pipe ISi marked (IS: 4270/2001) or\namended up to date of following sizes | |||
| 14 | 14 | (2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) | 30 | Per Mtr | |
| 15 | 15 | (2.12) Labour charges for making slots on blank pipes made of ER W MS black pipe ISi marked of following sizes, the slotting should be as per IS:8110-2000 or as amended up to date. | |||
| 16 | 16 | (2.12.2) 200 mm dia nominal bore. | 12 | Mtr | |
| 17 | 17 | (T-15) Providing & fixing of ISI Marked GI Bend 90 degrees of following sizes including all jointing material “B” class. | |||
| 18 | 18 | (T-15.1) 50 mm dia | 3 | Nos | |
| 19 | 19 | (2.32) Supplying & Installing 100 mm diameter sealed diaphragm bourdon typepressure gauge of range 0 to I 0 kg. including all jointing material as per specification with safety cover. | 1 | Each | |
| 20 | 20 | (2.18) Supply and Fixing of electric control feeder panel comprising of suitablerating MCCB , fully automatic star-delta starter, over load relay, amperemeter with CTs, volt meter, phase preventor, suitable starting capacitorsphase indicators, lighting arrangement etc complete suitable for threephase pump set. The panel should have space for energy meter (supplied\nby DISCOM). All these equipments shall be housed by panel box madeout from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron ofsize 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\nof CC plateform should be equal or bigger than the base size of panelhaving height of at least 200 mm from ground level. The panel shouldhave opening of suitable size in front of space for energy meter with glassfor meter reading. The operation of panel should be suitable for on 440Volt AC Supply. | |||
| 21 | 21 | (2.18.1) Above 5 HP and up to 10 HP | 2 | Each | |
| 22 | 22 | (2.3) Providing & Fixing of double flanged, Cl body, ISi marked NR V ofapproved make of following sizes | |||
| 23 | 23 | (2.30.1) 65 mm dia | 1 | Each | |
| 24 | 24 | (2.23) Supply & Fixing tube well cover of MS sheet 8mm thick at top & Smmthick I OOmm wide shroud around the edge so as to form a cap on the topend of casing pipe with GI Nipple 45cm long & two GI flanges at bothend in 80mm sizes passing through a hole in the centre of MS sheet. A25mm socket with end plug shall also be welded over top plate (as perdrawillg enclosed). A GI nipple having outside thread of size 1/2\" (for\ninstallation pressure gauge) shall tie provided & welded with 80mm GInipple near top plate nipple shall be provided with end plug. | |||
| 25 | 25 | (2.23.3) 200 mm dia | 1 | Each | |
| 26 | 26 | (6.1.1.1) 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 80 mm HW | 1 | Each | |
| 27 | 27 | Provision for providing, laying and jointing of Rising main (Rates are based on PHED SOR 2020) | |||
| 28 | 28 | (1.4) 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. | |||
| 29 | 29 | (1.4.3) HDPE PE-80 PN-10 | |||
| 30 | 30 | (1.4.3.1) 90 mm dia | 520 | Per Mtr. | |
| 31 | 31 | (4.1) 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. | |||
| 32 | 32 | (4.1.1) In all type of soil | |||
| 33 | 33 | (4.1.1.1) For HDPE pipe line dia up to 110 mm | 364 | RMT | |
| 34 | 34 | (4.1.2) In soft Rock | |||
| 35 | 35 | (4.1.2.1) For HDPE pipe line dia up to 110 mm | 156 | RMT | |
| 36 | 36 | (SOR PIPE LINE 2020) Providing, lowering, laying, aligning, fixing in position and jointing at all level/depth S&S standard special with rubber ring(EPDM) joints as per SI:5282-1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in- charges : | |||
| 37 | 37 | (1.3.1) A/S Tee, Bend, Reducer(All End Socketed) | |||
| 38 | 38 | (1.3.1.1) Upto 300 mm Diameter | 150 | KG | |
| 39 | 39 | (6.5) Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS\n, Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. 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.Class PN 1.0 | |||
| 40 | 40 | (6.5.1.2) 25 mm S-1 Type | 1 | Each | |
| 41 | 41 | (P-11) 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 | |||
| 42 | 42 | (P 11.4) 100 mm HW | 2 | Each | |
| 43 | 43 | (P 11.6) 150 mm HW | |||
| 44 | 44 | (4.4) 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. | 10 | Cum | |
| 45 | 45 | (4.5.1) 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.M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | 10 | Cum | |
| 46 | 46 | (4.2) 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. | 20 | Cum | |
| 47 | 47 | Procurment and installation of Centrifugal Monoblock pumping sets & submerssible pump set (Rates are based on PHED SOR 2020) | |||
| 48 | 48 | (2.15) Supply & Installation of 3 phase ISi marked submersible motor pumpset of five star rating by BEE and as per JS: 8034-2011 (pump) and IS9283-2013 (motor) or amended up to date of approved make of followingduty condition with required accessories including making connectionsuitable for tube well/DCB. The job includes lowering of motor pump,\ninstallation of complete fitting & accessories, jointing of electrical cablesup to switch board, testing of submersible pump set and interconnectionup to water mains, complete in all respect. | |||
| 49 | 49 | (2.15.1) Up to 5.5 KW (7.5 HP) & head up to 120 mtr. | 11.19 | KW | |
| 50 | 50 | Construction of Reservoirs (Rates are based on PHED SOR 2020) | |||
| 51 | 51 | (1) Construction of RCC flat slab 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 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 .CAP. 50KL/18M | |||
| 52 | 52 | The rate indicated below are excluding th cost of pipes, specials and valve required for inlet, washout, overflow and bypass arrangement | |||
| 53 | 53 | (3.2.2.1) Rate for RCC OHSR, SBC 10T/Sqm, seismic zone II and Staging 18 Mtr.50 KL /18 MT CAPACITY | 50000 | Per Lit. | |
| 54 | 54 | (3.2.1.2) 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% | 50000 | Per Lit. | |
| 55 | 55 | (3.4) Providing and fixing 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 duck foot bend,bend, tee etc. providing clamps at every 3 mtr, jointing material such as nuts,bolts,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. | |||
| 56 | 56 | (3.4.1) 100 mm | 80 | mtr | |
| 57 | 57 | (P-11) 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 | |||
| 58 | 58 | (P 11.4) 100 mm HW | 4 | Each | |
| 59 | 59 | Providing, laying and jointing of Distribution Pipeline (Rates are based on PHED SOR 2020) | |||
| 60 | 60 | (SOR PIPE LINE 2020) Providing, lowering, laying in trenches, aligning, fixing in positionand jointing Ductile Iron (DI) ISi marked K-7 grade S&S pipesas per 15:8329-2000 (amended upto date), with internal cement\nmortar 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- incharge. (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 andshall not be paid separately. | |||
| 61 | 61 | (1.1.1) 100MM DIA | 50 | Per Mtr. | |
| 62 | 62 | (1.4) HDPE PIPES\nProviding, lowering, laying and jointing in trenches. standard lengths HDPE ISi marked Pipes as per IS-4984: l 995 (amendedupto date) with necessary jointing material like mechanicalconnectors, i.e. thread/ insert joint/ quick release coupler joint/compression fitting joint or flanged joint and specials jointing pipeby 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 andmaterial, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection etc. complete as per technical specifications and di rection 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 andshall not be paid. separately.Supply upto 110 mm dia. in coil & above 110 mm dia straight lengthin6M. | |||
| 63 | 63 | (1.4.1.1) HDPE PE-80 PN-6 75mm dia. (With ED) | 615 | Per Mtr. | |
| 64 | 64 | (1.4.1.2) HDPE PE-80 PN-6 90 mm dia. (With ED) | 735 | Per Mtr. | |
| 65 | 65 | (1.4.1.3) HDPE PE-80 PN-6 110 mm dia. (With ED) | 310 | Per Mtr. | |
| 66 | 66 | (4.1) 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. | |||
| 67 | 67 | (4.1.1) In all type of soil | |||
| 68 | 68 | (4.1.1.1) For HDPE pipe line dia up to 110 mm | 1162 | RMT | |
| 69 | 69 | (4.1.1.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110\n& up to 140 mm. | 35 | RMT | |
| 70 | 70 | (4.1.2) In soft Rock | |||
| 71 | 71 | (4.1.2.1) For HDPE pipe line dia up to 110 mm | 198 | RMT | |
| 72 | 72 | (4.1.2.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110\n& up to 140 mm. | 7.5 | RMT | |
| 73 | 73 | (4.1.3) In Hard Rock ( Blasting prohibited) | |||
| 74 | 74 | (4.1.3.1) For dia of pipe above 150 mm and up to 350 mm nominal. | 7.5 | RMT | |
| 75 | 75 | (11.3) 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. | |||
| 76 | 76 | (40604) BFM 100 mm | 2 | Each | |
| 77 | 77 | (SOR PIPE LINE 2020) Providing, lowering, laying, aligning, fixing in position and jointing at all level/depth S&S standard special with rubber ring(EPDM) joints as per SI:5282-1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in- charges : | |||
| 78 | 78 | (1.3.1) A/S Tee, Bend, Reducer(All End Socketed) | |||
| 79 | 79 | (1.3.1.1) Upto 300 mm Diameter | 100 | KG | |
| 80 | 80 | (6.1) 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. | |||
| 81 | 81 | Manually Operated CI Sluice valve of Class PN-1.0 | |||
| 82 | 82 | (6.1.1.1) 80 mm HW | 4 | Each | |
| 83 | 83 | (6.1.1.2) 100 mm HW | 4 | Each | |
| 84 | 84 | (4.4) 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. | 50 | Cum | |
| 85 | 85 | (4.5.1) 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.M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | 50 | Cum | |
| 86 | 86 | (4.2) 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. | 100 | Cum | |
| 87 | 87 | (4.5) Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) | |||
| 88 | 88 | (4.5.2) b) 80 mm thick. | 100 | sqm | |
| 89 | 89 | House Hold Connection in scheme. (Rates are based on PHED SOR 2020) | |||
| 90 | 90 | (1.19) 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\n\"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 Pressure rating shall be 12.5 Bar.\n• The pipes shall bear ISO marking. | |||
| 91 | 91 | (1.19.1) Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe | 109 | 1 JOB | |
| 92 | 92 | (9.3) 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. | 109 | FHTC |
AI Tender Summary
Tender Timeline
Apr 24, 2021
11:30 IST
Tender Published
Tender notice published.
Completed
May 10, 2021
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedMay 10, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 11, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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