Public Health Engineering Department Tender
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Costs
EMD
₹ 16,85,021Document Cost
₹ 10,000Tender Fee
₹ 2,500
Summary
08/2024-25 Ace Region Ii Jodhpur
Description
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Contact
Tender Id
2025_PHCJO_445308_1Tender No
NIT No 08-12/2024-25 ACE Region II JodhpurTender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/
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Documents
BOQ Items
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(RUIDP ISOR 2022) SITC of Soft Starters with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus.
-
-
-
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(43.6.3) 37 KW
1
113555
113555
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(PHED BSR 2023-24/2.19.4) 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.
40
722
28880
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(RUIDP ISOR 2022
E110119B) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un armoured Armoured aluminium cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:
(a) Material: H4- Grade aluminium conductor of purity 99.6 % & as per IS: 1554 P-I/IS:7098 P-I
(b) conductor shall have electrolytic aluminium confirming to IS 8130, IS 3975-1999 for armouring of cables in armoured cable items, IS 5831 for sheath, IS 10810 (Part 0 to 64) for testing procedures.
(c) OEM Must have ISO 9001 & 14001 certifications for quality assuarance & its own in house NABL lab setup for all testing facilities for cables. Appropriate type test certificate / OEM test report shall be submitted All above as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR.
95.0 Sq. mm 4 core
100
418
41800
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(PHED BSR/ 2022/1.15.1) 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.
800
126
100800
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(PHED BSR/ 2022 /2.32) Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.
6
1243
7458
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(PHED BSR 2023-24/ 6.19) Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer.
-
-
-
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(6.19.4) 150MM
4
11445
45780
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(BSR PHED 2022/6.8) 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 confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 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 comm issioning 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.PN1.0/PN1.6
-
-
-
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(6.8.1.2) 100MM
2
11554
23108
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(6.8.1.3) 125MM
2
17087
34174
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(6.8.1.4) 150MM
2
19109
38218
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(6.8.1.5) 200MM
2
29396
58792
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(PHED BSR 2023-24/6.3.1.4) 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. 150 mm dia
2
13107
26214
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(PHED BSR 2023-24/ 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 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
1
3651
3651
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Distribution Pipeline (Based on PHED BSR 2023-24 Rajasthan.)
-
-
-
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(PHED BSR 2023-24) Providing, lowering, laying and jointing in trenches, standardlengths HDPE ISI marked Pipes as per IS-4984: 1995(amended upto date) with necessary jointing material likemechanical connectors, i.e. thread/ insert joint/ quick releasecoupler joint/ compression fitting joint or flanged joint andspecials jointing pipe by electro fusion welding method, including all taxes , transportation and freightcharges, 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 anddirection of Engineer-in-charge of following class anddiameter. (excluding earth work).Note : Providing and fixing of all requisite specials as perdrawing, design and layout are inclusive in RM measurementof the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M.
-
-
-
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HDPE PN-6 PE-80
-
-
-
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(1.4.1.1) 75MM
4953
217
1074801
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(1.4.1.2) 90MM
37898
306
11596788
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(1.4.1.3) 110MM
25045
463
11595835
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(1.5.1.1) 125MM
7081
664
4701784
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(1.5.1.2) 140MM
11899
827
9840473
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(1.5.1.2) 160MM
3103
1041
3230223
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(1.5.1.5) 200MM
1970
1567
3086990
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(PHED BSR 2023-24) Providing, lowering, laying in trenches, aligning, fixing inposition and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transpor tation and freight charges, inspection charges ,loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work 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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(1.1.5) 250 MM DI K-7
200
3307
661400
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(1.1.6) 300 mm DI K-7
170
4221
717570
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(PHED BSR 2023-24) Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as directed by Engineer-in-Charge.
For Class-AA loading
-
-
-
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(9.1.1.2) Sluice valve chamber of size 1.17m x 0.95m x1.47m
for pipe size-from 125-to-150mm
6
40900
245400
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(PHED BSR 2023-24/ 4.1) Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil
-
-
-
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(4.1.1.1) 75MM HDPE
2476.5
200
495300
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90MM HDPE
18949
200
3789800
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110MM HDPE
12522.5
200
2504500
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125MM HDPE
4461.03
200
892206
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140 MM HDPE
7496.37
200
1499274
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160 MM HDPE
2497.91
200
499583
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200 mm HDPE
1654.8
200
330960
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250 MM DI K-7
168
200
33600
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300 mm DI K-7
176.8
200
35360
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(PHED BSR 2023-24/ 6.8) 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 confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 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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(6.8.1.1) 80mm
4
9137
36548
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(6.8.1.2) 100mm
4
11554
46216
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(6.8.1.3) 125mm
2
17087
34174
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(6.8.1.4) 150mm
4
19109
76436
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(6.8.1.5) 200mm
4
29396
117584
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(PHED BSR 2023-24/ 6.17) 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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(6.17.2) 100MM
2
3666
7332
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(6.17.3) 125MM
2
4792
9584
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(6.17.4) 150MM
4
5758
23032
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(6.17.5) 200MM
1
8564
8564
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(PHED BSR 2023-24/4.5) 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.
1352
757
1023464
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(PHED BSR 2023-24/4.7) 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.
810
4678
3789180
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(PHED BSR 2023-24/4.8.1) 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 be made for trench width more than specified, complete work as per technical specification and scope of work.
M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
538
6162
3315156
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(RUIDP 2022/18.8.1.3) Supplying, erecting, testing & commissioning of Hand operated Travelling Crane (HOT) (single bridge girder carrying two wheels , complete with chain pulley block, load chain of welded construction of alloy steel as per IS:2429, hand chains for hoisting & traverse mechanism, totally encased Gears, trolley, trolley track wheels. Axle & shaft, swivel type lifting hook as per IS:3815, lock to prevent hook from swivelling, brakes for lifting gear, suitable for the above parameters and as per the direction of the Engineer.2 MT Capacity.Span5MandLift3M
1
315500
315500
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Rising Main Pipeline (Based on PHED BSR 2023-24 Rajasthan.)
-
-
-
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(PHED BSR 2023-24) 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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DI K-7
-
-
-
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(1.1.4) 200MM
2400
2554
6129600
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(PHED BSR 2023-24) Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as directed by Engineer-in-Charge.
For Class-AA loading
-
-
-
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(9.1.1.2) Sluice valve chamber of size 1.17m x 0.95m x1.47m
for pipe size-from 125-to-150mm
2
40900
81800
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(PHED BSR 2023-24/ 4.1) Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil
-
-
-
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(4.1.1.1) 200MM DI K-7
1932
200
386400
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(PHED BSR 2023-24/ 6.8) 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 confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 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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(6.8.1.5) 200MM
1
29396
29396
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Clear Water Resevoir (Based on PHED BSR 2023-24 Rajasthan.)
-
-
-
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(PHED BSR 2023-24 /3.7) Providing and fixing double flanged ISI marked DI Class K-9 pipes as perIS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirsincluding specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulictesting etc. complete in all respect up to and from valve chamber as per directionof EIC, Technical Specification and Scope of work.Note: The rates for DI double flanged pipes shall be reduced 5%, if used other than OHSR pipes.
-
-
-
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(3.7.3) 200 MM
50
4250
212500
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(PHED BSR 2023-24/6.1.1.4) Providing, lowering, aligning, fixing in position in pipe line, CI D/FSluice valves of approved make of following Pressure rating & diacomplete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Handwheel 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 perIS 14846/2000 (amended up to date), All exposed machined ferrous-surfaces shall be painted with one coat of aluminium red oxide primerconforming 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 asper IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ vanised steel.Insersion rubber of black EPDM 6mm thick . Suitable supportstructure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe lineas 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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150MM
2
13595
27190
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Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: -
-
-
-
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(PHED BSR 2023-24/ 3.4.32) Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: -
a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. .
b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.
c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.
-
-
-
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d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.
e) Successful hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the roof Slab.
g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).
i) Providing and fixing MS ladder from ground to top slab.
j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.
k) Providing and fixing of 150mm wide water bar for the construction joints in the container.
l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir.
m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
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Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3.
-
-
-
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LOCATION
-
-
-
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PACHPADRA SECOND HEADWORKS 600 KL
600000
5
3186000
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Civil Work (Based on PHED BSR 2023-24 Rajasthan.)
-
-
-
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(PHED BSR 2023-24/8.1) Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.
35
20251
708785
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(PHED BSR 2023-24/8.2) Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:
1. Depth of foundation- 900 mm.
2. PCC in M-10, width -900 mm and thickness 100 mm,
3. Stone masonary in CM: 1:6 section of foundation above PCC, 600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D)
4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.
5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.
6. Expansion joint shall be on every 30 mtr.
7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.
8. Pillar for main gate 350x350 mm in size is part of boundary wall.
9. Cement paint of approved colour in 3 coat shall be done. PHED BSR 2023-24/8.2
100
5820
582000
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(PHED BSR 2023-24) Providing and fixing steel, gate, grating and grills made of angles,tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding fabrication with priming coat of red oxide and two coat of enamal paints.
PHED BSR 2023-24/8.3
200
121
24200
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(PHED BSR 2023-24) Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as directed by Engineer-in-Charge.
For in-campus Valve Chambers
PHED BSR 2023-24 /9.1.1.2
-
-
-
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(9.1.1.3) Sluice valve chamber of size1.26m x1.185m x1.76m for pipe size-from 200-to-300mm
2
40900
81800
... More
NH Crossing Work (Based on PHED BSR 2023-24 Rajasthan.)
-
-
-
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(PHED BSR 2023-24) Supply laying and pushing of MS casing pipe of specified thickness approved by concerned depart-ment authority by trenchless method-adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments forcompletion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the require-ment of Highway/Rail way authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer. Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification
-
-
-
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(4.11.2) 400 mm Dia 8 mm thick casing pipe with protective coating (03 nos)
100
20972
2097200
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FHTC CONNECTION (Based on PHED BSR 2023-24 Rajasthan.)
-
-
-
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(PHED BSR 2023-24/1.25) 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 separately.
1472
1658
2440576
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(PHED BSR 2023-24/1.29) P & F Bib cock (IS : 8931 mark), superior quality of approved make, chrome plated with complete brass body including brass handle with wt. 300 to 325 gm.15 mm nominal bore.
1472
311
457792
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(PHED BSR 2023-24/1.30) Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..
4416
200
883200
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(PHED BSR 2023-24/1.31) Add extra over item no 1.21, 1.22 & 1.23 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.
4416
44
194304
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