Construction And Comm . Of Cwr , Pump House And Providing , Laying Jointing Of Pipeline At Kalron Kd Chandhan

Tender Notice

25833193
Construction And Comm . Of Cwr , Pump House And Providing , Laying Jointing Of Pipeline At Kalron Kd Chandhan
Indian
Rajasthan
26-10-2020
09-11-2020
10-11-2020

Tender Details

Construction And Comm . Of Cwr , Pump House And Providing , Laying Jointing Of Pipeline At Kalron Kd Chandhan

Key Value

Document Fees
INR 1000 /-
EMD
INR 67000.00 /-
Tender Value
INR 67 Lakhs /-

BOQ Items

Name of Work: Const. & Comm. of CWR, Pump House and Providing, Laying Jointing of Pipeline at Kalron KD Chandhan
Sl. No. Item Description Item Code / Make Quantity Units
1 0 50 KL CWR BI01010001010000000000000515BI0100001143
2 1 PHED BSR 2020/ 3.3.3.1 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. BI01010001010000000000000515BI0100001144 50000 litre
3 2 PIPE LINE BI01010001010000000000000515BI0100001145
4 3 Providing, lowering, laying, aligning, fixing in position and jointing in trenches 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, 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. (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. BI01010001010000000000000515BI0100001146
5 4 100 mm BI01010001010000000000000515BI0100001147 3000 mtr
6 5 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.\n(excluding earth work) .\nNote : Providing and fixing of all requisite specials as per\ndrawing, design and layout are inclusive in RM measurement\nof the item and shall not be paid separately.\nSupply may be in coil or straight length in 6 M/12 M. BI01010001010000000000000515BI0100001148
7 6 90 mm dia BI01010001010000000000000515BI0100001149 4000 Mtr
8 7 B-1.18 PWD 2018 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and all lift upto 1.5m, disposed earth to be levelled and neatly dressed: All kinds of soil BI01010001010000000000000515BI0100001150 3850 CUM
9 8 PHED BSR 2019/1.6.1 Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips 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. BI01010001010000000000000515BI0100001151
10 9 MS pipe specials upto 600 mm dia (with minimum 5.0 mm thickness sheet) BI01010001010000000000000515BI0100001152 560 Kg.
11 10 PHED BSR 2020 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\nmotor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz\nA.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for\nworking at various discharge and head requirements as per scope of work.\nPump shall be erected on C.C. foundation / cross channels / RSJ frame\nblock with suitable foundation bolts grouted in C.C. foundation block etc.\ncomplete in all respect as per specification, scope of work and direction\nof Engineer in Charge of following power rating, suitable for prescribed\nduty conditions of one of the makes approved by Technical Committee. 10 HP ( 2 Nos) BI01010001010000000000000515BI0100001153 2 Each
12 11 PHED BSR 2020/ 7.2.1 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. 60/5ACL 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)\nand O/G- MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2),2NO+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) BI01010001010000000000000515BI0100001154 1 Each
13 12 PHED 2020/2.19.3 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. 3 core 10.0 Sq.mm\n BI01010001010000000000000515BI0100001155 75 RM
14 13 PHED 2020/2.20.2 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. BI01010001010000000000000515BI0100001156
15 14 16.0 Sq.mm, 4 core BI01010001010000000000000515BI0100001157 95 RM
16 15 PHED BSR 2020/2.21 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\n20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut,\nbolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber\ncovered with hinged type with locking arrangement C.I. Cover, C.I.\nFrame of size 300mm x 300mm complete with alternate layers of salt and\ncoke/charcoal, testing of earth resistance as required. BI01010001010000000000000515BI0100001158 1 Each
17 16 PHED BSR 2020/2.32Supplying & 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. BI01010001010000000000000515BI0100001159 2 Each
18 17 SITC of Bulk Flow Meter with removable mechanism class "B"\nconfirming to ISO:4064:2005/ IS: 2373 of approved make of following\ndia sized pipelines and specifications complete: Media : Water (Clear ),\nTemp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material :\nIS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow\nrate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put\noption, Anti-magnetic protection including all materials and making\nconnection with existing pipeline required for Bulk Flow Meter including\ncutting the existing pipeline etc. complete in all respect as per technical\nspecification and as per direction of Engineer In-Charge.\nNote: Rates are exclusive of tail piece / dismantling joints and earth work. BFM 80 mm BI01010001010000000000000515BI0100001160 1 Each
19 18 PHED BSR 2020 Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia\ncomplete, confirming to IS:14846 (amended up to date) and of following\nspecifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand\nwheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring,\nWedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per\nIS 14846/2000 (amended up to date), All exposed machined ferrous\nsurfaces shall be painted with one coat of aluminium red oxide primer\nconforming to IS:5660 and two coats of black Japan paint conforming\ntoType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxicsuitable\nfor drinking water) applied inside and outside, Flanges Drilled as\nper IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised\nsteel.Insersion rubber of black EPDM 6mm thick . Suitable support\nstructure as per directions of EIC. Sluice valves including all jointing &\njointing material, labour, testing and commissioning along with pipe line\nas per Technical Specifications and as per direction of Engineer-incharge.\nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. Manually Operated CI Sluice valve of Class PN-1.0 100 mm HW BI01010001010000000000000515BI0100001161 5 Each
20 19 80 mm HW BI01010001010000000000000515BI0100001162 5 Each
21 20 Air Valve Pillar BI01010001010000000000000515BI0100001163
22 21 Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils BI01010001010000000000000515BI0100001164 6 cum
23 22 Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinth level : BI01010001010000000000000515BI0100001165
24 23 1:3:6 (1 Cement : 3 fine/ coarse sand : 6 graded stone aggregate 40mm nominal size). BI01010001010000000000000515BI0100001166 3.6 P.cum
25 24 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) BI01010001010000000000000515BI0100001167 6.8 P.cum
26 25 Add extra for laying reinforced cement concrete above two stories(or 7.50 mtr height above plinth level) for every one storey or 3.00 mheight or part thereof. BI01010001010000000000000515BI0100001168 2.06 P.cum
27 26 Centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts. BI01010001010000000000000515BI0100001169 20 P.cum
28 27 Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete. TMT deformed bars BI01010001010000000000000515BI0100001170 50 Kg.
29 28 Providing, lowering, laying, aligning, fixing in position at all level/depths CI Class - B double flanged specials as per IS : 7181 intrenches complete (excluding jointing) including all material, labour,testing and commissioning along with pipe line as per TechnicalSpecifications and as per direction of Engineer. BI01010001010000000000000515BI0100001171
30 29 Standard specials BI01010001010000000000000515BI0100001172 50 Kg.
31 30 Non-standard specials BI01010001010000000000000515BI0100001173 50 Kg.
32 31 Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc.External work :50 mm dia. nominal bore BI01010001010000000000000515BI0100001174 12 P.Mtr
33 32 Providing, lowering, laying, aligning, fixing in position and jointing in pipe line DI Kinetic Double Air Valves of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.\nCategory "B" (Makes / vendors other then Category "A" will be considered in category B).\nThe work includes cost of GI pipe and flange for fixing of Air Valve : 50 mm dia BI01010001010000000000000515BI0100001175 2 Each
34 33 Sluice Valve Pillar BI01010001010000000000000515BI0100001176
35 34 Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural\nground / Road top level.in all type of soil saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc upto 1.50 m depth. \n BI01010001010000000000000515BI0100001177 16.8 cum
36 35 Providing and laying in position cement concrete 1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth leve BI01010001010000000000000515BI0100001178 1.2 cum
37 36 Providing and laying in position cement concrete 1:1.5:3 (1Cement :1.5 Course Sand :3 Graded stone aggregate 20 mm nominal size including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth leve Concrete Block as support for Sluice valve BI01010001010000000000000515BI0100001179 0.4 cum
38 37 Centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : BI01010001010000000000000515BI0100001180 60 sqm
39 38 Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding cost of centering shuttering and reinforcement : 1:1.5:3 BI01010001010000000000000515BI0100001181 7 cum
40 39 Reinforcement for R.C.C. work at all levels including straightening, cutting, bending, placing in position and binding all complete. Tremo Mechanically treated bars BI01010001010000000000000515BI0100001182 500 Kg.
41 40 Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc.1500 x 600 mm BI01010001010000000000000515BI0100001183 10 Kg.
42 41 Construction of pump house and boundary wall BI01010001010000000000000515BI0100001184
43 42 Construction of Pump house of required size suitable for installation\nof maximum 4 no. monoblock pump sets as per approved GA\ndrawing, scope of work and technical specification complete work in\nall respect. BI01010001010000000000000515BI0100001185 12 Sqm
44 43 Construction of boundary wall of Brick/ stone masonary as per\nenclosed GA drawing, scope of work and technical specifications\ncomplete work in all respect. BI01010001010000000000000515BI0100001186 100 RMT
45 44 Providing and fixing steel, gate, grating and grills made of angles,\ntees, square bars, flats or black pipe with hold fast and fitting\ncomplete as per design and drawing including cutting welding and\nfabrication with priming coat of red oxide and two coat of enamal\npaints. BI01010001010000000000000515BI0100001187 200 cub
46 45 House hold tap connections BI01010001010000000000000515BI0100001188
47 46 Providing service connection as per technical specification\nand standard drawing as per relevant IS code (amended up to\ndate) from all kind of water mains up to consumer\nmeter/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, anorifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer's property in such away 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. For detailed specifications of MDPE pipes please refer section "Technical Specifications" of bid document. General specifications of MDPE pipes shall be as under: • 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. • The raw material shall be Food grade quality Pressure rating shall be 12.5 Bar. • The pipes shall bear ISO marking. BI01010001010000000000000515BI0100001189
48 47 Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm\nGI class B pipe BI01010001010000000000000515BI0100001190 150 Each
49 48 Extra length of 20 mm MDPE pipe including excavation,\nproviding, laying & jointing of service line above 5.00 mtr.\n BI01010001010000000000000515BI0100001191 80 Mtr
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