Public Health Engineering Department Tender
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Costs
EMD
₹ 1,09,459Document Cost
₹ 1,000Tender Fee
₹ 1,500
Description
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Contact
Tender Id
2025_PHCJA_467916_1Tender No
EE PHED DIV MALPURA 39/2025-26Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
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Documents
CONSTRUCTION and COMISSIONING OF 01 NO. OF OPENWELL OF 6 MDIA AND 20 M DEPTH and PIPELINE IN BOTUNDA GRAM PANCHAYAT BOTUNDA UNDER SUB DIV. MALPURA MLA CONTITUENCY MALPURA-TODA
CONSTRUCTION and COMISSIONING OF 01 NO. OF OPENWELL OF 6MDIA AND 20 M DEPTH and PIPELINE IN BOTUNDA GRAM PANCHAYAT BOTUNDA UNDER SUB DIV. MALPURA MLA CONTITUENCY MALPURA-TODA
BOQ Items
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Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.
M20 grade Nominal Mix / Design Mix
39
5609
218751
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m)
, fixing in position and applying a priming coat of approved steel primer
all complete:
600
81
48600
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Dry sinking of well true and vertical in all type of soil including sand, clay, mixed upto 25% with gravel and river bed stone upto size 300 mm in any direction complete as per drawing and technical specifications.
-
-
-
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For depth upto 5.0 m
30
1473
44190
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Wet sinking of well true and vertical in all type of strata like sand, silt clay, mixed upto 25% with gravel, pebbles and river bed stones upto size 300 mm in any direction, requiring operations like chiseling, air and water jetting, knetledge, working of hoist drive grabs, us of skilled divers for removal of isolated of observation and with a minor blasting for localised obstruction under cutting edge, bailing and pumping out water,
etc complete.(For measurement internal dia has to be taken)
-
-
-
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for depth from 5.00m to 10.0 mtr
30
3507
105210
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For depth from 10 to 15 mtr
30
4448
133440
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Earthwork in excavation over area (exceeding 30 cm in depth, 1.5 Mtr. In width as well as 10 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of
surplus excavated soil as directed within a lead of 50 meter.
-
-
-
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OrdinaryRock Total depth 05Mtrs(10-15m)
160.84
674
108406.16
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Hard Rock (Requiring blasting) total depth 5 Mtrs
160.84
976
156979.84
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Add extra over BSR item No 2.39.1 for every additional lift of 1.5 Mtr. Or
part there :In all kind of soil
-
-
-
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Add extra over BSR item No 2.39.2-4 for every additional lift of 1.5 Mtr. Or
part there :In ordinary rock and hard rock 10.00 m -11.00 m (Blow GL)
32.15
409
13149.349999999999
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Add extra over BSR item No 2.39.2-4 for every additional lift of 1.5 Mtr. Or
part there :In all kind of soil 11.00 m -12.50 m (Blow GL)
48.23
476
22957.48
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Add extra over BSR item No 2.39.2-4 for every additional lift of 1.5 Mtr. Or
part there :In ordinary rock and hard rock12.50 m -14.00 m (Blow GL)
48.23
543
26188.89
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Add extra over BSR item No 2.39.2-4 for every additional lift of 1.5 Mtr. Or
part there :In all kind of soil 14.00 m -15.00 m (Blow GL)
32.16
610
19617.6
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Add extra over BSR item No 2.39.2-4 for every additional lift of 1.5 Mtr. Or
part there :In ordinary rock and hard rock15.00 m -16.50 m (Blow GL)
48.23
677
32651.71
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Add extra over BSR item No 2.39.2-4 for every additional lift of 1.5 Mtr. Or
part there :In ordinary rock and hard rock16.50 m -18.00 m (Blow GL)
48.23
744
35883.119999999995
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Add extra over BSR item No 2.39..2-4 for every additional lift of 1.5 Mtr. Or
part there :In ordinary rock and hard rock18.00 m -19.50 m (Blow GL)
48.23
811
39114.53
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Add extra over BSR item No 2.39.2-4 for every additional lift of 1.5 Mtr. Or
part there :In ordinary rock and hard rock19.50 m -20.00 m (Blow GL)
16.07
878
14109.460000000001
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Labour charges for horizontal boring 100 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc including att T & P
required for job including dewatering arrangement.
200
626
125200
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Supply and fixing of ISI marked three core PVC flat submersibile cable as per IS:694:1990 or amanded up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.
-
-
-
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b) 6 Sq..mm 3 core
450
283
127350
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Providing and laying PVC insulated and PVC sheathed cables of 1.1 KV grade with aluminum conductor of IS 1554 category-I and approved make of including excavation of 30 cm x 75 cm side trench as per IS- 1255 15 cm 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-I) make as mentioned in specification. This includes all required Hardware material , termination
end with suitable crimping lugs.
-
-
-
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16.0 Sq.mm, 4 core
70
234
16380
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Supply of GI pipes with flanges duly screwed & welded including rubber gaskets, nuts, bolts & washers of 8mm dia complete in all respect . Pipe
assembly shall be in 3 M lengths. B Class 65mm dia
28
765
21420
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Providing, installation, testing and commissioning of submersible Monoblock pump set conforming to IS 8034 and 2 pole motor operating at synchronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fibre bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
-
-
-
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9.3 KW (12.5 HP)
1
76487
76487
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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 three phase pump set. The panel should have space for energy meter (supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs,each leg's length 18" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The
operation of panel should be suitable for on 440 Volt AC Supply.
-
-
-
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Above 10 HP and up to 15 HP
1
27829
27829
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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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100 mm
1250
1464
1830000
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Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to 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. HDPE PE-80 PN-10
-
-
-
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110 mm dia
1500
675
1012500
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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.:
All kinds of soil
-
200
-
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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 stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:
-
-
-
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Ordinary rock
-
365
-
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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 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.
-
757
-
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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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M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
-
6162
-
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Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy (Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of SS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in- charge.
Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.0
-
-
-
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100 mm dia
2
7973
15946
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Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage 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 - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( 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 Insertion rubber of black EPDM 6mm thick . 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. Manually Operated CI Sluice valve of Class PN-1.0
-
-
-
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80 mm HW
4
6301
25204
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100 mm HW
4
8649
34596
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Construction of RCC pillar for following size of air valves including earthwork excavation, RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as per direction of Engineer-in-Charge.
-
-
-
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Air valve pillar for air valves size of 100mm dia
3
21800
65400
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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.
-
-
-
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MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet)
300
126
37800
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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 up to 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 , 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 Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of connecting tee, pipe piece and earth work. Class PN 1.0
-
-
-
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25 mm S-1 Type
3
3145
9435
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