Public Health Engineering Department Tender
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The PHED has issued a formal invitation for competitive bids for the Public Health Engineering Department project, for Retrofitting Of Rural Water Supply Scheme Shishoda Kalan Dadwal Block Khamnor District Rajsamand With 1 Year Dlp Including 5 Year O And Munder Jjm in Rajsamand, Rajasthan, with an estimated contract value of Rs. 86,61,000. The bid opening date for this tender is 15-10-2021 and the last date for bid submission is 10-11-2021. Interested bidders for Public Health Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
Refer DocumentsDocument Cost
₹ 2,000Tender Fee
₹ 1,000
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_PHCJA_244294_1Bid Award Id
ViewTender No
SE 176/21-22Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
GEM & Bid Advisory Services
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Documents
BOQ Items
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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
-
-
-
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Ordinary rock
1285.88
-
322
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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 be made for trench width more than specified, complete work as per technical specification and scope of work.
-
-
-
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Dia (mm) PN rating
-
-
-
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All kind of soil.
3.47
-
203
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Nominal bore 200 mm dia.
130
-
961
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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).
-
-
-
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Dia (mm) Type Class
-
-
-
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Soft seated sluice valves
-
-
-
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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 pilaster buttresses , plinth and string course
10.8
-
282
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3 core 4.0 mm2
150
-
163
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Dia (mm) PN rating
-
-
-
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BFM 100 mm
1
-
13359
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Dia (mm) Type Class
-
-
-
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Dismantling of cement concrete pavement for pipe line 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 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.
22
-
653
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Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level
-
-
-
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Pump Machinery
-
-
-
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Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.Add extra for shuttering in circular work in plan up to dia 10 m over item no 2.6.1
12
-
258.5
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Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering -All work up to plinth level.
-
-
-
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Supply and fixing R.C.C. Main holes cover with frame of approved make (Light duty).(450 mm Dia)
4
-
937
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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.
-
-
-
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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).
-
-
-
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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. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
-
-
-
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1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ).
0.45
-
3861
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Rising Main
-
-
-
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Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottons, lift upto 1.5 mt. including taking the excavated soil and depositing the refilling of Jhiri with watering and ramming and disposal of surplus excavated soil as directed within lead of 50m.
-
-
-
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O&M-5 Years
-
-
-
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Cement concrete Saddle block.10 Nos)
-
-
-
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10.0 Sq.mm, 4 core
10
-
169
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100 1.6
2
-
10860
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Maintenance of tubewells which includes complete repairs / rewinding of submersible pump sets including cost of material components required to repair pumpsets, starters, meters etc. of electric panel of tube wells, Lowering and unlowering of pumpsets complete in all respect, maintenance of Histroy sheet as directed by Engineer-in-charge for tubewell per month.
-
-
-
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(A) 6 mm nominal size Crusher broken.
1.5
-
800
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110 mm dia PE-80 PN-10
600
-
582
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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 pilaster buttresses , plinth and string course
43.2
-
282
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AJS Tee , Bend, Reducer (All End Socketed)
-
-
-
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M15 grade nominal mix (with 20mm nominal size)
1
-
4442
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Upto 300 mm Diameter
75
-
139
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1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ).
0.3
-
2918
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Upto 300 mm Diameter
120
-
139
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Soft seated sluice valves
-
-
-
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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).
5.84
-
5021
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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, commissioning 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 may be in coil or straight length in 6 M/12 M.
-
-
-
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60 KL
60000
-
5.5
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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)
280
-
73
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0.5 HP to 5.0 HP
60
-
1736
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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.
-
-
-
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Hard rock (requiring blasting)
63.45
-
475
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Add extra over item no 1.21 & 1.22 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
100
-
120
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1 km to 50 km - one fitter-II & one beldar
60
-
787
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All kinds of soil
2143.13
-
172
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Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PVC/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); 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 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including MS/PVC saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding) ,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 . The service line should be laid at least 45 cm below ground level.
Note: Road cut and restoration is not part of this item and paid seperately.
-
-
-
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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 up to 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, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
-
-
-
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Providing and fixing Grevels
-
-
-
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150 mm nominal bore
3.5
-
594
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Providing & Fixing Wire Mesh: 14 Mesh x 24.0 gauze
27
-
500
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M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm
nominal size).
110
-
5312
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(D) 300 mm hand broken.
18
-
550
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(B) 20 mm nominal size Crusher broken.
1.5
-
800
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(A) All kind of soil.
35
-
203
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E/W in excavation over 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.
-
-
-
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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
-
-
-
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Dismantling of cement concrete pavement for pipe line 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 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.
220
-
653
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Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr.
30
-
144.15
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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.
-
-
-
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20 KL
20000
-
5.5
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Construction of Valve/ NRV Chambers -1 nos
-
-
-
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100 mm nominal dia ( internal dia ).
3
-
345
... More
All kind of soil.
13.88
-
203
... More
Note: The rates for DI/GI double flanged pipes shall be reduced 5%, if used other than OHSR pipes.
10
-
-97.35
... More
Thermo mechanically treated bars (conforming to relevant IS:1786.)
30
-
85
... More
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 be made for trench width more than specified, complete work as per technical specification and scope of work.
-
-
-
... More
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
0.32
-
2918
... More
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, commissioning 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 may be in coil or straight length in 6 M/12 M.
-
-
-
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Construction of Valve/ NRV Chambers -4 nos
-
-
-
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FHTC
-
-
-
... More
100 1.6
2
-
9960
... More
50mm dia
120
-
597
... More
Random rubble dry stone kharanja under floor
8
-
979
... More
(B) Ordinary Rock.
16
-
444
... More
Up to 5.5 KW (7.5 HP) & head above 120 mtr.(Q-1.39 LPS, H-130 mtr, 5.0 HP) @ BahedaTW -2 nos
7.46
-
8300
... More
Above 5.00 HP and up to 10.00 HP
1
-
20924
... More
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.
-
-
-
... More
For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
146
-
1429
... More
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 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 be made for trench width more than specified, complete work as per technical specification and scope of work.
11
-
4033
... More
Ordinary rock
126.9
-
322
... More
Plaster on New surface on wall in cement sand mortar 1:3 including raking of Joints etc. complete fine finish. 20 mm thick.
16.2
-
282
... More
75 mm dia PE-80 PN-6
2900
-
187
... More
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottons, lift upto 1.5 mt. including taking the excavated soil and depositing the refilling of Jhiri with watering and ramming and disposal of surplus excavated soil as directed within lead of 50m.
-
-
-
... More
Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. using crusher broken aggregate.
-
-
-
... More
Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes
-
-
-
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Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottons, lift upto 1.5 mt. including taking the excavated soil and depositing the refilling of Jhiri with watering and ramming and disposal of surplus excavated soil as directed within lead of 50m.
-
-
-
... More
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, staircases, balconies girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chajjas, lintels, beams etc.
9
-
223
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STONE MASONARY FOR FOUNDATION
Random Rubble Stone masonry 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)
3.5
-
2111
... More
Storage
-
-
-
... More
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
1.28
-
2918
... More
Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. and suitable provision shall be included in tender document.
5000
-
57
... More
80 1.6
12
-
7877
... More
Supplying & installation 100 diameter sealed diaphragm bourden type pressure gauge of range 0 to 10 kg including all jointing material as per specification of safety cover.
1
-
1100
... More
80 mm dia
24
-
2715
... More
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 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 be made for trench width more than specified, complete work as per technical specification and scope of work.
110
-
4033
... More
80-300mm
180
-
1200
... More
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.
10
-
66
... More
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 confirfing 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.
-
-
-
... More
Hard rock (requiring blasting)
428.63
-
475
... More
Hard rock(blasting prohibited)
428.63
-
674
... More
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, staircases, balconies girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chajjas, lintels, beams etc.
2.25
-
223
... More
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.
-
-
-
... More
Minimum labour for a following kms pipelines to be deployed.
-
-
-
... More
100 DI K-7
400
-
1262
... More
Supply and fixing R.C.C. Main holes cover with frame of approved make (Light duty).(450 mm Dia)
1
-
937
... More
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)
70
-
73
... More
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.
-
-
-
... More
200 mm
1
-
850
... More
All kind of soil.
2
-
203
... More
100 mm
4
-
9960
... More
Providing and fixing of power factor control capacitor panel with Mtc. on monthly rental basis. The responsibility of contractor is to maintain minimum power factor as 0.96 If the contractor is failed to maintain minimum PF, and any surcharge on this account is levied by JVVNL the same shall be deducted from payment of contractor
450
-
24
... More
Recharge Structure -1 no
-
-
-
... More
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 confirfing 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.
-
-
-
... More
Supply of Coarse Sand .
2.7
-
700
... More
Providing and Lowering of ISI mark PVC casing pipe conforming to IS : 12818 : 1992 or amended upto date having pressure rating of approved make for TW and DCB with threading winding with superior quality of plastic mesh & rope in three layers with end cap complete as per technical specification and direction of Engineer In charge.
-
-
-
... More
50 mm dia
2
-
11201
... More
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
-
-
-
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Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
-
-
-
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100 DI K-7
600
-
1262
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Construction of RCC Circular Ground Service Reservoirs on Hillock of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab/dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.
-
-
-
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(C) 100 mm hand broken.
2.5
-
700
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Daily/ periodical operation of valves at supply times for specified by department per sluice valve per month. (Valve rod and cap to be arranged by contractor)
-
-
-
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Dia (mm) PN rating
-
-
-
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Providing and laying in position cement concrete including curing compaction etc complete in specified grade excluding the cost of centering and shuttering-All work up to plinth level. using crusher broken aggregate.
-
-
-
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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 confirfing 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.
-
-
-
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P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.
146
-
271
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Distribution System
-
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-
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Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.
-
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-
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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 up to 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, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
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-
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AJS Tee , Bend, Reducer (All End Socketed)
-
-
-
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100 mm dia.
8
-
3160
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Maintenance of pipelines irrespective of size & material which includes Repairing of Bursts & leakages pollution control, survey & removal of choking, disconnection of illegal connections, Collection & recording minimum 10 nos. residual chlorine samples during daily supply timings, interconnections and all works related to pipeline network in existing distribution /rising main pipe lines of all sizes by digging out suitable size of pit in soft and loose soil/ hard soil including cutting of Black top, WBM & CC top of road of any size at work site. This will also include cutting of pipe ends, fixing of pipe piece with jointing material to make repair leak proof and then refilling of excavated tench / pit / road shall be done properly i.e after a layer of 20 cm with proper watering and ramming in layers. For entire job contractor will use their own T & P. Contractor with his own resources shall arrange de-watering,JCB & Tractor compressor if any and restore any amenity at his own cost damaged while performing the work in this item. The work includes daily patrolling and repair the leakages within stipulated time and complete maintenance of pipe line network of rising and distribution pipeline network within the scope of work for per km pipe line per month. Jointing material shall be provided by the department.
-
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-
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Providing & Lowering in tubewell ISl 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 flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
-
-
-
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200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
12
-
2630
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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 8 130: 1980 includ ing making connection etc.
-
-
-
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90 mm dia PE-80 PN-6
2100
-
264
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100 mm
20
-
1947
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100 1.6
4
-
9960
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M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm
nominal size).
11
-
5312
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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 preventer, 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 gauge 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 platform 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.
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-
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All kinds of soil
380.7
-
172
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Solarisation at Proposed Tubewell
-
-
-
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Hard rock(blasting prohibited)
63.45
-
674
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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 or DCB with threading, winding with superior quality of plastic mesh & rope in three layers with end cap complete.
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-
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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).
1.46
-
5021
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Providing and laying in position specified grade of reinforcement cement concrete all RCC structural elements upto plinth level including curing compaction finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement
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