Public Health Engineering Department Tender
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Costs
EMD
₹ 1,32,34,910Document Cost
₹ 25,000Tender Fee
₹ 2,500
Summary
Water Supply Scheme For Augmentation Of Uwss Sheoganj Jawal Pindwara And Mount Abu District Sirohi Including 05 Years O And M After 01
Description
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Contact
Tender Id
2025_PHCJA_448067_1Tender No
NIT No. 15/2024-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
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Documents
WATER SUPPLY SCHEME FOR AUGMENTATION OF UWSS SHEOGANJ JAWAL PINDWARA AND MOUNT ABU DISTRICT SIROHI INCLUDING 05 YEARS O AND M AFTER 01 YEAR DEFECT LIABILITY PERIOD UNDER AMRUT 2
WATER SUPPLY SCHEME FOR AUGMENTATION OF UWSS SHEOGANJ JAWAL PINDWARA AND MOUNT ABU DISTRICT SIROHI INCLUDING 05 YEARS O AND M AFTER 02 YEAR DEFECT LIABILITY PERIOD UNDER AMRUT 2
Preamble to Price Schedule
BOQ Items
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(1.1.3) 150 mm
2945
2082
6131490
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(1.1.4) 200 mm
1460
2554
3728840
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(1.3) 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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(1.3.2.1) Upto 300mm
2510
158
396580
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(PHED 1.4) 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 Engineerin-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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(1.4.1) HDPE PE-80 PN-6
-
-
-
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(1.4.1.3) 90 mm dia
6267
306
1917702
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(1.4.1.4) 110 mm dia
16330
463
7560790
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(1.4.3) HDPE PE-80 PN-10
-
-
-
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(1.4.3.1) 90 mm dia
620
449
278380
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(PHED 1.5) 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 butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour 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 of pipe shall be in straight length in 6/12 M.
-
-
-
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(1.5.1) HDPE PE-80 PN-6
-
-
-
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(1.5.1.1) 125 mm dia
4822
664
3201808
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(1.5.1.2) 140 mm dia
2123
827
1755721
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(1.5.1.3) 160 mm dia
1878
1041
1954998
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(1.5.1.4) 180 mm dia
1130
1308
1478040
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(1.5.1.5) 200 mm dia
786
1567
1231662
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(1.5.1.6) 225 mm dia
14
1981
27734
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(PHED 1.6) Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, 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.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). 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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(1.6.3) Outer dia of pipe 323.9 mm and 5.6mm thickness
-
-
-
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(1.6.3.2) 4.5 mm
20
4151
83020
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(1.6.8.1) MS pipe upto 610mm dia (with minimum 5.8 mm thickness sheet)
10
10121
101210
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(PHED 2023-1.11) Providing and applying polyolifine tape coating (Cold applied) to external surface of M.S. Pipe as per AWWA C214-14 Standard comprising of liquid adhesive, inner layer tape and outer layer tape including preparation of outer surface of pipe by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2 including field joints coating at site complete as per technical specification and direction of Engineer in In charge.
20.28
1363
27647.64
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(PHED 2023-1.12) Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C210 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Liquid Epoxy shall be NSF/WARS approved for drinking water and minimum thickness of lining shall be 406 microns.
19.78
409
8090.84
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(1.15) 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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(1.15.1) MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet)
100
126
12600
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(1.27) Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; 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 GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 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 PPR-C pipe with standard PPR fittings/ GI pipes 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.
-
-
-
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(1.27.1) For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
1850
1780
3293000
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(1.3) 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..
5550
200
1110000
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(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.
1850
44
81400
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(PHED 2023-2.1) Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications, with gravel as per IS:4097-1967 and it's packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it's primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water.
-
-
-
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(PHED 2023-2.1.2) Nominal bore 200 mm dia.
350
1523
533050
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(PHED 2023-2.3) Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.
-
-
-
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(2.3.2) Nominal bore 200 mm dia. (70 to 100 m)
150
1263
189450
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(2.3.4) Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr.
500
1452
726225
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(2.11) 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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(2.11.1) 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m)
20
1933
38660
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(2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
451
2734
1233034
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(2.11.3) 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m)
20
4473
89460
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(PHED 2023-2.12) Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985.
-
-
-
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(2.12.3) 200 mm dia nominal bore of 5.4mm thickness
355
317
112535
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(PHED 2023-2.15) Supply & Installation of 3 phase ISI marked submersible motor pump set of three star or better rating of 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. (for Proposed & Existing T/W)
-
-
-
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(2.15.4) 7.5 KW (10 HP)
75
8320
624000
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(PHED 2023-2.18) 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. (for Proposed & Existing T/W)
-
-
-
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(2.18.2) Above 10 HP and up to 15 HP
10
27829
278290
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(2.19) 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.
-
-
-
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(2.19.1) 3 core 4.0 Sq.mm
1400
189
264600
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(2.2) Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
-
-
-
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(2.20.1) 10.0 Sq.mm, 4 core
325.94
196
63883.91
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(PHED 2023-2.22) Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.
10
696
6960
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(PHED 2023-2.23) 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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(2.23.3) 200 mm dia
5
986
4930
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(PHED -2023-2.24) Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
-
-
-
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(2.24.1) 32 mm dia
15
430
6450
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(2.24.2) 50 mm dia
630
678
427140
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(PHED 2023-2.26) Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to 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.
-
-
-
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(2.26.1) 50 mm dia
5
11801
59005
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(2.30.) Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes
-
-
-
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(2.30.1) 65 mm dia
5
2506
12530
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(PHED 2023-2.32) 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.
5
1243
6215
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(PHED 2023 (3.2)) Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -
-
-
-
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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, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR 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 edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall. e) Successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab.
-
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-
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j) Providing and fixing water level indicator (float type). k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm p) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) 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. r) 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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(3.2.14) Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M
-
-
-
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(3.2.14.2) 150KL capacity
150000
23
3562500
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(3.2.14.3) 200KL capacity
200000
21
4210000
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(PHED 2023-3.3) Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the 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.
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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(3.3.1) Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4
-
-
-
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(3.3.1.5) 200KL capacity
200000
6
1316000
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(PHED 2023-3.6) Providing and fixing double flanged ISI marked GI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps 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.
-
-
-
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(3.6.1) 50 mm
20
680
13600
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(PHED 3.7) 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 and fixing 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.
-
-
-
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(3.7.1) 100 mm
110
2259
248490
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(3.7.2) 150 mm
68
3249
220932
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(3.7.3) 200 mm
76
4250
323000
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(3.7.4) 250 mm
32
5733
183456
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(PHED 2023-4.1) 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
13581.92
200
2716384.22
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(PHED 4.3) 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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(PHED 4.3.1) Ordinary rock
706.09
365
257724.46
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(PHED 4.5) 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.
2537.65
757
1920997.27
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(PHED 4.6) Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, 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 per technical specification and scope of work.
-
-
-
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(4.6.1) Bituminous courses
393.71
416
163782.78
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(4.6.2) Granular courses
1181.13
296
349613.24
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(PHED 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.
1035.09
4678
4842162.95
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(PHED 4.8) 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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(4.8.2) Plain cement concrete pavement of M-30 Grade
1552.64
6497
10087494.45
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(4.1) Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work, but excluding the cost of pipe line.
300
289
86700
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(5.6) Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer 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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(5.6.3) 2.2 KW (3.0 HP)
1
80307
80307
... More
(PHED 2023-5.7) Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions. Note: Duty condition of required pump shall also be mentioned in BoQ
-
-
-
... More
(5.7.2) Discharge 20 to 30 LPS and head 31 to 40 M
2
242227
484454
... More
(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-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 316/410 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) Insertion 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-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work
-
-
-
... More
(6.8.1) Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 Junction Valves
-
-
-
... More
(6.8.1.2) 100 mm dia
26
11554
300404
... More
(6.8.1.3) 125 mm dia.
12
17087
205044
... More
(6.8.1.4) 150 mm dia
19
19109
363071
... More
(6.8.1.5) 200 mm dia
13
29396
382148
... More
(6.8.1.6) 250 mm dia
5
48781
243905
... More
(6.8.1.7) 300 mm dia
1
62128
62128
... More
(PHED 6.9) Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to 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.
-
-
-
... More
(6.9.1) Class PN 1.6, Manually Operated with Gear
-
-
-
... More
(6.9.1.2) 150 mm dia
2
57538
115076
... More
(PHED 6.12) Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 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, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to 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.
-
-
-
... More
(6.12.1) Class PN 1.6
-
-
-
... More
(6.12.1.4) 150 mm dia
2
20940
41880
... More
(PHED 6.13) Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date) PN 1.6 ratings 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
-
-
-
... More
(6.13.1.2) 50 mm dia
7
13499
94493
... More
(PHED 6.17) Providing, lowering, laying, 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 Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
... More
(6.17.2) 100 mm dia.
28
3666
102648
... More
(6.17.3) 125 mm dia.
16
4792
76672
... More
(6.17.4) 150 mm dia.
21
5758
120918
... More
(6.17.5) 200 mm dia.
18
8564
154152
... More
(6.17.6) 250 mm dia.
3
11729
35187
... More
(6.17.7) 300 mm dia.
1
14024
14024
... More
(PHED 2023-6.19) 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.
-
-
-
... More
(6.19.4) 150 mm dia.
2
11445
22890
... More
(6.19.6) 250 mm dia.
2
15849
31698
... More
(PHED 7.1.1) DOL STARTER 2.2 KW (3 HP)- : For 2 motors (1 W+ 1S)
I/C - MCB 25A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-
500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A )
(1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights
( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP
10 KA C Curve (3) and O/G- MCB 16A ,TP, 10 KA, C Curve (2), Power Cont 9A TP AC3 Duty(2), 2
NO+2 NC Aux. Block(2), Thermal Overload Relay (4-6A )(2), Control MCB
6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights
(Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1
)(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty
MPP Type 2 Kvar (2)
1
49356
49356
... More
(8.2) Construction of boundary wall of Brick/ stone masonry 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 masonry 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 masonry 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 masonry and cement mortar plaster
20 mm thick on brick masonry 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.
540
5820
3142800
... More
(7.2.5) STAR DELTA STARTER 18.5 KW (25.0 HP) - : For 2 motors (1 W+
1S) I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit
Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog
Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog
Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 125/5A
CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights (
Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and
O/G- MCCB 100A TPN 25 KA With T/M Based Over Current & Short
Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux.
Block(2), Thermal Overload Relay (16-24A )(2), Control MCB 6A SP 10 KA
C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green -
1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch
1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 10 Kvar (2),
S/D Timer(2
1
108534
108534
... More
(8.3) 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 and fabrication with priming
coat of red oxide and two coat of enamel paints.
391.24
121
47340
... More
(8.4) Construction of Pump house of RCC framed structure as per approved
standard GA, structure, electrical drawing, scope of work and technical
specification complete work in all respect including electrical works for
indoor and outdoor lighting and fans, rain water drainage, sanitary,
plumbing, monorail/ EOT crane etc for Earth quake zone II and SBC equal to
or more than 7 T/sqm.
Note: Standard drawings can be viewed on website
https://pheddms.rajasthan.gov.in/private/public/dms_document.aspx.
-
-
-
... More
(8.4.1) Type I ( 72.3 Sqm
1
1956260
1956260
... More
(9.1) Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, 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 per direction of Engineer-in-Charge.
-
-
-
... More
(9.1.1.) For Class-AA loading
-
-
-
... More
(9.1.1.1) Sluice valve chamber of size 1.13 m x0.85 m x1.325 m- for pipe size-up to 100 mm
25
36700
917500
... More
(9.1.1.2) Sluice valve chamber of size 1.17m x 0.95m x1.47m for pipe size-from 125-to-150mm
35
40900
1431500
... More
(9.1.1.3) Sluice valve chamber of size 1.26m x1.185m x1.88m for pipe size-from 200-to-300mm
15
52300
784500
... More
(9.1.3) For in-campus Valve Chambers
-
-
-
... More
(9.1.3.1) Sluice valve chamber of size1.13m x0.85m x1.225m for pipe size-upto100mm
3
28800
86400
... More
(9.1.3.2) Sluice valve chamber of size1.17m x0.95m x1.37m for pipe size-from 125-to-150mm
1
32300
32300
... More
(9.1.3.3) Sluice valve chamber of size1.26m x1.185m x1.76m for pipe size-from 200-to-300mm
6
41700
250200
... More
(PHED 2023-9.2) Construction of RCC Air valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, 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 per direction of Engineer-in-Charge.
-
-
-
... More
(9.2.1) For Class-AA loading
-
-
-
... More
(9.2.1.1) Air valve chamber of size0.9m x1m x1.695m for air valve size-from 50 mm-to-80mm
4
39600
158400
... More
(PHED 9.5) 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.
-
-
-
... More
(9.5.1) Air valve pillar for air valves size of 80mm dia
2
19800
39600
... More
(PHED 2023-10.1) Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation 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 5 years 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.
-
-
-
... More
(10.1.1) Solar panels up to 10 KW at a single location.
10000
60
600000
... More
(11.1) SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection etc. complete in all respect as per technical specification and direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
-
-
-
... More
(11.1.5) EFM 150 mm
1
139687
139687
... More
(11.1.6) EFM 200 mm
1
141972
141972
... More
(PHED 11.5) SITC of Ultrasonic Level Transmitter suitable for measuring water level in
reservoir, powered by solar panel with minimum 48 power back up or
internal installed battery ( 5 years battery life with replacement warranty),
with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_
0.2 %, as per detailed Technical specification, scope of work and direction of
Engineer in charge.
-
-
-
... More
(11.5.1) Measuring range 0.0 to 6.0 mtr
8
119106
952848
... More
(RUIDP 2023 / 7.1) Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion
-
-
-
... More
(7.1.1) Grading - I Material
590.56
1376
812614.55
... More
(RUIDP 2023 / 7.5) Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete.
-
-
-
... More
(7.5.3) Crusher broken - Grade-II (63-45mm)
590.56
1915
1130927.95
... More
(RUIDP 8.1) Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
3937.09
33
132679.8
... More
(RUIDP 8.2) Extra for additional bitumen emulsion used in above item for every 1 kg per 10 sqm
3937.09
5
21260.26
... More
(Ruidp 8.9) Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500-15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.
-
-
-
... More
(8.9.3) 25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix)
18
8740
157320
... More
(RUIDP 8.12.1) Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
-
-
-
... More
(8.12.1) With Bitumen VG-grade 30
3937.09
119
468513.23
... More
(RUIDP 8.14) SEAL COAT ;-Providing and applying liquid seal coat type "A" comprising of a layer of bituminous binder @ 9.8 kg/ 10 Sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required) followed by a cover of stone chipping @ 0.09 cum/10 sqm of specified grading and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
-
-
-
... More
(8.14.1) With Bitumen VG-grade 30
3937.09
69
271658.93
... More
(RUIDP 17.88) Providing, laying and jointing RCC NP4 jacking pipe (with steel pushing collar) with suitable leak proof joints (with using `12mm MDF sheets etc.) with compliance for maintaining slope as per design by trenchless method adopting Micro tunnelling method or any suitable mechanical technology below ground at all depth under running traffic condition including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipment’s for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects, including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackles required, construction of temporary works as per requirement complete in all respect (all depths) with all lead and lifts, as per specification and the direction of the Engineer. Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
-
-
-
... More
(17.88.1.4) 300 mm dia RCC pipe
90
30600
2754000
... More
(19.97) Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metr depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of OH tank and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer.
1
16800
16800
... More
(42.36) Pipe Ear thing as per IS: 3043 with perforated 3.0 Mtr. Long, 40 mm dia. ‘B’ class G.I. 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 300 mm and embodying the pipe complete with alternate layers salt and coke/charcoal, testing of earth resistance as required.
6
1961
11766
... More
(42.37) Plate Earthling as per IS:3043 with copper Earth plate of size 600mm x 600 mm x 3.0mm by embodying 3 to 4 mtr. Below the ground level with 25 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.
6
8534
51204
... More
(42.38) S & Laying following size ‘B’ Class G.I. Pipe confirming to IS: 1239 P-1 (1990) with accessories for laying earth conductor/ strip/ cable in ground/ surface/ recess as required.
-
-
-
... More
(42.38.1 ) 50 mm dia.
36
426
15336
... More
(42.49) Supplying and drawing PVC insulated & sheathed solid/ stranded copper conductor multi core control cable ISI marked (IS:1554) of 1.1 kV grade of approved make as per chapter E11,in existing surface or recessed conduit/ casing capping including making connections etc. as required.
-
-
-
... More
(42.49.2.2 ) 4 core, 1.5 sq. mm. armoured
350
87
30450
... More
(42.49.2.4) 8 core, 1.5 sq. mm. armoured
100
136
13600
... More
(42.49.2.6) 12 CORE, 1.5 sq. mm. armoured
100
167
16700
... More
(42.49.4) 2.5 sq. mm. armoured
-
-
-
... More
(42.49.4.4) 8 core, 2.5 sq. mm. armoured
100
193
19300
... More
(43.1) Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material of sensor and other wetted parts: SS type 316, Housing: Die cast aluminum, Switch type: Microswitch, Repeatability: ± 1% of span, Switch Contacts: 2 NO + 2 NC
1
7848
7848
... More
(43.7) Providing, Installation, Testing and Commissioning of Pressure Transmitter : Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 "NPT (M) / Accuracy: 0.15% Protection: IP67
2
23238
46476
... More
(43.9) Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum
1
3098
3098
... More
(43.12) Providing, Installation, Testing and Commissioning of Ultrasonic Level Transmitter : Principle : Time of Flight / Sensor MOC PP / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66/ Accuracy ±1%
-
-
-
... More
(43.12.1) 0 - 5 Mtr.
3
74741
224223
... More
(43.13) Providing, installation, testing and commissioning of Level Switch ( Conductivity) Conductivity Probes, Probe insulation: Teflon, Probe head protection class: IP 65 of IS 13947 Part I, Probe head housing material: Aluminum
-
-
-
... More
(43.13.1) Rigid for lengths of up to 3 Mtr.
3
37370
112110
... More
(43.14) Providing, installation, testing and commissioning of Capacitance Level Transmitter for tank /sump level Accuracy: ±1.5 % of span, Probe type: Rod, Probe material: SS type 316, Weather Protection Class: IP 65 of IS 13947 Part I, Output: 4-20 mA DC (Isolated), Material of wetted parts: SS 316, Probe insulation material: Teflon, Stilling pipe: SS type 316 with perforations
1
84083
84083
... More
(43.23) Providing, installation, testing and commissioning of ONLINE UPS SYSTEM, Single Phase 230 V, 50 Hz with 2 hour backup SMF battery bank as per specification
-
-
-
... More
(43.23.1) 1 KVA
1
52592
52592
... More
(RUIDP 2023 43.28) Supply, Installation, testing and commissioning of Battery powered Electromagnetic flow meters with GSM/GPRS based with an accuracy of ± 1% of measured value, ingress protection Electronics IP 66 and flow tube IP 68, MOC: lining Neoprene rubber/Hard rubber/PTFE, Flange - SS316/SS304/MS/CS, Electrode - SS 316/Hastalloy, Coil Housing - SS, battery life of min. 5 years, LCD display 5 digit for instantaneous flow and 9 digit for Totalized flow as per technical specifications of following sizes:(DMA) & EX. ESR CWR
-
-
-
... More
(43.28.9) EFM100 mm
2
137738
275476
... More
(43.28.10) EFM125 mm
4
138927
555708
... More
(43.28.11) EFM 150 mm
3
161432
484296
... More
(43.28.12) EFM 200 mm
5
188645
943225
... More
(47.1) Design, Manufacture, Supply, Installation, Testing and Commissioning of Indoor type PLC Panel of size approx. 800 mm X 500 mm X 2000mm (LBH) , Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following: DI 30 No. DO 26 No. AI 6 No. AO 2 No. MCB 16A DP 2 No. MCB 6A DP 6 No. SMPS 100-240VAC/ 4.5A / 24 VDC 1 No. Selector Switch (Auto/Manual) & Local / Remote 2 No. Control Relays 1 Lot Annunciator with 24 Windows NO to NC Type Microprocessor Based, Window Size 75*42mm, 110VAC, with 1 No. Electronic Hooter 1 No. Control Transformer 200VA 1 No. Emergency STOP Push Button 1 No. Panel Cooling Fan & Filter 2 No. Panel Light with Door Switch, 7W 1 No. Control Indication Lamp for 24VDC, 220VAC 3 No. Push Button 3 No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc 1 Lot Panel Hardware, lugs, terminations, ferruls, name plate Ect. 1 Lot UTILITY SOCKET 16A, 3 PIN 2 No. HMI Display 10 Inch, Colour 1 No. Isolators Dual Output, 24VDC 1 Lot
1
647272
647272
... More
(48.3.13) SITC of Intelligent Manageable Ethernet Switches providing 24 x 10/100/1000 Fast Ethernet ports- and 2 dual purpose uplink (provision for Copper / Fibre Giga connectivity) with LAN based Software. The LAN based S/W supports enhanced integrated security, including Network Admission Control (NAC), advanced quality of service (QoS), availability and scalable management to enable new converged applications
1
24776
24776
... More
(55.1) Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
... More
(55.1.2.2 ) Double pole MCB(With B/C curve tripping Characteristics) , 6 A to 32 A rating
4
580
2320
... More
(55.1.3.2) Triple pole MCB (With B/C curve trippingCharacteristics), 6 A to 32 A rating
6
933
5598
... More
(55.1.4.2 ) Four pole MCB (With B/C curve tripping Characteristics), 6 A to 32 A rating
4
1254
5016
... More
(57.1) SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d, (e), (f), (g), (h) as below:- (a)Thickness of CRCA sheet shall be 2.0 mm, cable alley compartments having concealed hinged type doors with key type lock with / without detachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided (b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting, pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel. The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire. [c) nterconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar (63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only. All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar / Flexible wire for Interconnection between Main connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging. (f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm ( to be paid Extra ) (g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out. (h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
busbar and Switchgear is to be Paid Extra ) (d)Wiring between components within switchgear and Incoming / outgoing cable shall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram. (e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee
5
6124
30620
... More
(57.2) Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar by means of SMC / DMC type insulator with standard short circuit withstand capacity , high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.2.1) Electrolytic grade Aluminium bus bar 6010 grade
5
556
2780
... More
(57.3) Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type (up to 500) V range Volt meter / Direct- Ammeter / CT oertated ammeter/ Frequency meter / KWH meter / Multi Function Meter / Power analyzer of class 1 accuracy as per IS : 1248 of size 96mm x 96 mm including making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.3.3) Three phase Ammeter with Inbuilt Selector Switch
2
1731
3462
... More
(57.3.4) Three phase Voltmeter with Inbuilt Selector Switch
2
1731
3462
... More
(57.3.10) Three phase with universal Auxiliary supply + AMP + HZ + PF + KW + KVA + KVAR + KVARH + KWH + DUAL ENERGY+ ENERGY+THD-I, THD-V & RUN HRS + MD with RS485
2
6429
12858
... More
(57.4) Providing & Fixing of BIS approved Current Transformer as per PWD specification for electrical Works ,ISI marked as per IS 2705-1992/ conforming to IEC 60044-1, with secondary terminal of CT shall be brought out suitable to a terminal block which shall be easier accessible for testing and terminal connection , with all necessary support in existing panel including connection etc. as required Current transformer Ring Type Tape Wound/Resin Cast Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified. ISF=5, Cu cross section of secondary wire 1.5sqmm (minimum), including all necessary support in existing panel including connection etc. as required . All as per pre approved by Engineer in-charge.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.4.2) Resin cast wound type CT
-
-
-
... More
(57.4.2.1) C T Class 1, Ratio upto 150/5, Burden 5 VA
12
1244
14928
... More
(57.7) Providing & Fixing of Cam operated rotary (Auto/manual) switches on existing panel with 2 way and off position using high grade engineering material to international standards with cam assembly insulation of glass filled polyamide with high tracking index. For reliable and stable electrical and mechanical endurance double butt contacts with silver bi-metal on copper should provided contact assembly is of operating temp range -25 degree C to 55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanically minimum 50000 operations @300 cycles/ hour and electrically 10,000 operations at 100% rated duty for 100 cycles/ hour including making connection etc. as required . All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.7.1 ) 10 AMP
2
372
744
... More
(57.8) Providing & Fixing of 110/220 V, unibody LED Indicating lamp IEC 60947 with integral circuit, IP 65 above panel & IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDC including connection etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.8.1) Red/yellow/Green colour
9
174
1566
... More
(57.8.1) Blue / white Colour
9
267
2403
... More
(57.9) Providing & Fixing of flush head push button actuators IEC 60947 with integral circuit, IP 65 above panel & IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, including connection etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR
-
-
-
... More
(57.9.1 ) Non luminous type
4
168
672
... More
(57.1) Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 / 2006 with one side anti skid abberation marks and pasting the mat with synthetic rubber adhesive as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.10.2) 11 KV, Class B 2.5 mm thick with proof voltage 22 KV AC (rms) and Break Down Voltage 45 KV AC (rms)
5
2094
10470
... More
(57.11) Providing & Fixing of self healing IP20 MPP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 OR IEC : 60831-1& 2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz, Operating loss less than 0.30 Watt per KVAR. Min over current capacity 1.8 times rated current & peak inrush current min. 300 times of rated current, llife expectancy greater than 100000hrs (temp class - 25 D) in 440 V/480 V Capacitor and for 525 V should life expectancy minimum 1,65,000 hrs (temp class - 25 D) including making connections, testing etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.11.1) Heavy duty Three phase 440 V, 50 Hz cylindrical type capacitor (Bank)
11
383
4213
... More
(57.13) Providing & Fixing of IP54 microprocessor based 3 CT’s for all 3 phase sensing compensation power factor correction relay Size 139mm x 139 mm, Operating Voltage 415/440 V , IEC / EN 61000-6-(2&4) having 3 CT sensing, sensitivity up to 50 milli amp secondary current , self analysing auto c/k setting according to targeted power factor setting, the relay shall have digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, communication interface with RS 485, indication of switching on units, auto/manual status, and shall have over load protection, no volt release , having multi parameter like KW, KVA, KVAR, RMS Value, step switching time 2 sec to 1800 sec. Lead & Lag parameters, metering facility and 3 no. Class- 0.5 Cast Resin CT ( refer CT specs in this chapter )for sensing the relay including making coonection with 1.5 Sq.mm copper wire etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.13.1) 6 to 8 stage
1
15370
15370
... More
(57.15) Providing & Fixing of 440 Volt 3 pole capacitor (AC 6 B ) duty contactor with 3 no. early make and post break auxiliary contacts in series with quick discharge damping resistors/ reactors to limit the inrush current as per PWD specification for electrical Works, IS/IEC 60947-4-1 : 2000, insulation voltage 1000V, impulse withstand voltage 8 KV,Din rail mounting type including making connections, testing etc. as required. suitable for following capacity capacitor bank. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.15.1) up to 6 KVAR
6
1858
11148
... More
(58.3) SITC of 3 /4 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant material having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, trip free mechanisum, true contact position indicator, line load interchangeability, designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree, pollution degree 3, having positive isolation capability, push (test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% ICU. U imp =8 KV, rated insulation voltage 690 V. provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
... More
(58.3.3.4) 160 Amp , 25 kA, adjustable O/L & adjustable S/C setting,
2
12131
24262
... More
(58.4.3) Extended Rotary Handle
2
2781
5562
... More
(58.4.5) Mechanical Interlocking kit
1
7117
7117
... More
(58.4.11) Auxiliary + Trip alarm contact
2
1675
3350
... More
(58.4.14) Spreaders for 160A, 4 Pole MCCB
4
1545
6180
... More
(60.2) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity 99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
... More
(60.2.1.2 ) 4.0 SQMM, 3 CORE
500
126
63000
... More
(60.2.5.2) 25 SQMM, 3 CORE
100
250
25000
... More
(60.2.7.3) 50 SQMM, 3.5 CORE
150
468
70200
... More
(61.5) Supply, Fabricating & installing following sizes of perforated Hot dipped Galvanized iron cable tray ( Galvanized thickness not less then 50 microns) with perforation not more then 17.5% in convenient section including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with GI suspenders including GI bolts & nuts , fastners, supports etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(61.5.1) 100mm x 50mm x 1.6mm
30
567
17010
... More
(61.5.2) 150mm x 50mm x 1.6mm
30
692
20760
... More
(62.1) Providing & Laying XLPE insulated three core Armoured Aluminium cable for working voltage 11 K.V.(E) confirming IS :7098 P - 2 with H4- Grade electrolytic aluminium conductor confirming to IS: 8130 class-2 of purity 99.6 %, Insulation Screening: Extruded Semiconducting Compound followed by helically wrapped Copper Tape, round / flat strip armouring of cables , Inner / outer sheath PVC type ST-2 confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810 All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(62.1.1) 3 core 95.0 Sq.mm
50
1319
65950
... More
(62.7) Providing & making heat shrinkable type indoor/outdoor/straight through terminations/ joint kit suitable for 11 KV / 33 KV (Earthed) cable with required components, prepration of cable ends. Type test report should be as per IS13573:2011 which covered all sequence for table 2 for termination kit and table 3 for streight through joint inclusive thermal & dynamic short circuit test, humidity test, soil fog test. Cross linking shall be done out side factory with E- beam/ peroxide technology. Extrusion process shall be in house OEM within same vicinity. including testing etc. as required of following sizes. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(62.7.1) 11 KV End termination Kit Indoor type
-
-
-
... More
(62.7.1.2 ) 3 core 50/70/95 Sq.mm
4
4932
19728
... More
(62.7.2) 11 KV End termination Kit Outdoor type
-
-
-
... More
(62.7.2.2) 3 core 50/70/95 Sq.mm
4
7217
28868
... More
(63.5) Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(63.5.15 ) 25mm x 6mm G.I. ( Hot Dipped ) Strip
25
201
5025
... More
(63.5.16 ) 32mm x6mm G.I. ( Hot Dipped ) Strip
50
251
12550
... More
(67.1) Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.1.1.5) 7 Mtr., Poles with Octagonal Cross Section
6
13481
80886
... More
(67.2) Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.2.1) Single arm overhang
6
1936
11616
... More
(67.8) Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . A) Excavation of Pit for Foundation Size upto required depth from Ground level B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete. C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete. E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal F) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations. G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face.
-
-
-
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(67.8.2) Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr.
6
8142
48852
... More
(67.11) Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy =125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @=300 V AC and Auto resetting Safety .Power Factor 0.95 , THD(I) 10% , driver current =750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min =4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.11.4 ) High Power LED Flood Light Minimum lumen output 10000 lm
4
4941
19764
... More
(67.12) Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy =125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @=300 V AC and Auto resetting Safety , Power Factor 0.95 driver Efficiency 85% ,THD(I) 10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current 750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI 70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.12.5 ) LED Street Light fixture with Minimum lumen output 8700 lm
6
5993
35958
... More
(67.18) Providing & Fixing of Street light bracket made out from following size of ' B ' class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.18.3) 32 mm Dia.
6
761
4566
... More
(67.19) Providing & Fixing of IP - 65 protected impact resistant polycarbonate / Polysterene enclosures with knock out for cable entry/out including fixing with nut, bolt, fatner etc as required complete in all respect of following sizes.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.19.1 ) 180 x 180 x 91 mm
6
1535
9210
... More
(PWD B-1/1.8) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
7.48
178
1331.44
... More
(PWD 2022B-1/-1.9) Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available :
-
-
-
... More
(1.9.3) Hard rock(blasting prohibited) useful material 30%
6
551
3306
... More
(PWD B-3/3.1.4) M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
2.75
3847
10571.56
... More
(B-4/4.1) Providing and laying in position specified grade of cement concrete for 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 and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
-
-
-
... More
(B-4/4.1) Column footing
8.91
4934
43961.94
... More
(B-4/4.3) 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 Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.
M20 grade Nominal Mix / Design Mix
0.72
5185
3709.35
... More
(PWD B-4/-4.9) Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
79.2
157
12434.4
... More
(4.1) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
-
-
-
... More
(4.10.2) Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
4.5
340
1530
... More
(4.13) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)
-
-
-
... More
(4.13.2) Hot rolled deformed bars (IS : 1139).
278.91
77
21475.99
... More
(B-5/5.1.2) Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand)
4.08
4263
17413.5
... More
(PWD 9.2) 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:
20
81
1620
... More
(B-12/12.2) Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :
-
-
-
... More
(12.2.3) 12mm thick .
35.52
163
5789.76
... More
(PWD 2022- G-4/ 4.1) CARRIAGE OF MATERIALS-Earth, Sand, Lime, Morrum manure or sludge
-
-
-
... More
Lead up to 2 Km
2461.94
89
219112.45
... More
(S-2/2.15) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :(for 1 RWPHs Vaccum Pump) & 1 CWPS
-
-
-
... More
(2.15.1) Gun-metal 15mm nominal bore.
1
227
227
... More
(PWD 2022- S 2.15.3) P&F Full-way Valve (IS:778Mark) or wheel valve of approved make :
1
529
529
... More
(S-2.26) P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:
-
-
-
... More
(PWD 2.26.1) 200 Litres capacity (For Bleaching mixing)
1
1569
1569
... More
(PWD 2022-S 2.37) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall)
-
-
-
... More
(S-2.37.1) 15 mm Nominal Dia
50
191
9550
... More
(S-3.16) P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.
-
-
-
... More
(3.16.4) 160 mm dia
100
463
46300
... More
(3.17) P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:
-
-
-
... More
(S-3.17.9) Bend 87 .5
-
-
-
... More
((iii)) 160 mm dia
8
177
1416
... More
(S-3.27) Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C floor & RCC slab covering with M15 grade c.c. floor, 50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:-
-
-
-
... More
(S-3.27.1) Size 200x100x130 cm.(for 10 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 8mm ϕ @15 cm c/c bothways including shuttering complete in all respect.
2
27322
54644
... More
(S-3.44) Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
-
-
-
... More
(3.44.1) 75 mm dia
200
167
33400
... More
(3.44.2) 110 mm dia
120
336
40320
... More
(S-3.45) Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
-
-
-
... More
(S-3.45.1) Coupler
-
-
-
... More
((i)) 75mm dia
20
72
1440
... More
((ii)) 110mm dia
12
108
1296
... More
(S-3.45.6) Door Bend 87.5 Dg.
-
-
-
... More
((i)) 75mm dia
20
124
2480
... More
((ii)) 110mm dia
10
193
1930
... More
(S-3.45.16) Single Tee
-
-
-
... More
((i)) 75mm dia
12
120
1440
... More
((ii)) 110mm dia
8
210
1680
... More
(S-3.45.12) Pipe Clip
-
-
-
... More
((i)) 75mm dia
80
18
1440
... More
((ii)) 110mm dia
16
31
496
... More
(S-4.24) Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required.
-
-
-
... More
(S-4.24.1) Diameter 900 mm
20
266
5320
... More
(S-4.25) Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness
-
-
-
... More
(S-4.25.1) Diameter 900 mm
10
766
7660
... More
(S-4.26) Supply & lowering air line of 25mm dia, G.I. pipe 'B' class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.
8
300
2400
... More
(S-4.28) Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids
-
-
-
... More
(S-4.28.1) Size 9 to 12 mm
0.9
1997
1797.3
... More
(S-4.28.2) Size 3 to 5 mm
0.9
2928
2635.2
... More
(S-4.29) Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.
0.9
3727
3354.3
... More
(Rates are approved by CE (U&NRW) PHED Jaipur vide letter No. 11611-614 dt. 6-12-2024) Operation and maintenance of Rising main, Distribution network, OHSR, Tubewell, Pumping Machinary etc. created under Amrut 2.0 of UWSS for a period of Five Years as per scope of work.
-
-
-
... More
1st year
1
886285
886285
... More
2nd year
1
930600
930600
... More
3rd year
1
977129
977129
... More
4th year
1
1025986
1025986
... More
5th year
1
1077285
1077285
... More
Town-Pindwara
-
-
-
... More
(PHED 2023-1.1) 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.
-
-
-
... More
(1.1.2) 100 mm
360
1464
527040
... More
(1.1.3) 150 mm
4625
2082
9629250
... More
(1.1.4) 200 mm
1120
2554
2860480
... More
(1.1.5) 250 mm
1478
3307
4887746
... More
(1.1.6) 300 mm
1020
4221
4305420
... More
(1.3) 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).
-
-
-
... More
(1.3.2.1) Upto 300mm
1811
158
286138
... More
(PHED 1.4) 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 Engineerin-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
-
-
-
... More
(1.4.1) HDPE PE-80 PN-6
-
-
-
... More
(1.4.1.3) 90 mm dia
8870
306
2714220
... More
(1.4.1.4) 110 mm dia
42330
463
19598790
... More
(1.4.3) HDPE PE-80 PN-10
-
-
-
... More
(1.4.3.1) 90 mm dia
2060
449
924940
... More
(1.4.3.2) 110 mm dia
715
675
482625
... More
(PHED 1.5) 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 butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour 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 of pipe shall be in straight length in 6/12 M.
-
-
-
... More
(1.5.1) HDPE PE-80 PN-6
-
-
-
... More
(1.5.1.1) 125 mm dia
14354
664
9531056
... More
(1.5.1.2) 140 mm dia
3893
827
3219511
... More
(1.5.1.3) 160 mm dia
2679
1041
2788839
... More
(1.5.1.4) 180 mm dia
1600
1308
2092800
... More
(1.5.1.5) 200 mm dia
48
1567
75216
... More
(1.5.1.6) 225 mm dia
504
1981
998424
... More
(PHED 1.6) Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, 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.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). 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.
-
-
-
... More
(1.6.4) Outer dia of pipe 355.6 mm and Thickness 5.6 mm (For Jawal River Crossing, RWPH to Proposed WTP) Raw water 2 nos Duble track Railway line) (330+134=464)
-
-
-
... More
(1.6.5.2) Outer dia of pipe 406.4 mm and 5mm thickness
20
5796
115920
... More
(1.6.6.2) Outer dia of pipe 457 mm and 5 mm thickness
20
6527
130540
... More
(PHED 2023-1.11) Providing and applying polyolifine tape coating (Cold applied) to external surface of M.S. Pipe as per AWWA C214-14 Standard comprising of liquid adhesive, inner layer tape and outer layer tape including preparation of outer surface of pipe by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2 including field joints coating at site complete as per technical specification and direction of Engineer in In charge.
54.22
1363
73903.93
... More
(PHED 2023-1.12) Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C210 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Liquid Epoxy shall be NSF/WARS approved for drinking water and minimum thickness of lining shall be 406 microns.
53.38
409
21832.42
... More
(1.15) 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.
-
-
-
... More
(1.15.1) MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet)
764
126
96264
... More
(1.27) Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; 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 GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 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 PPR-C pipe with standard PPR fittings/ GI pipes 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.
-
-
-
... More
(1.27.1) For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
3500
1780
6230000
... More
(1.3) 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..
7000
200
1400000
... More
(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.
2800
44
123200
... More
(PHED 2023-2.3) Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe.
-
-
-
... More
(2.3.2) Nominal bore 200 mm dia. (70 to 100 m)
500
1263
631500
... More
(2.3.4) Add 15% extra on above item (Item No 2.3.1 to 2.3.3) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr.
250
1452
363112.5
... More
(2.11) Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes
-
-
-
... More
(2.11.1) 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m)
100
1933
193300
... More
(2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
225
2734
615150
... More
(2.11.3) 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m)
20
4473
89460
... More
(PHED 2023-2.12) Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985.
-
-
-
... More
(2.12.3) 200 mm dia nominal bore of 5.4mm thickness
60
317
19020
... More
(PHED 2023-2.15) Supply & Installation of 3 phase ISI marked submersible motor pump set of three star or better rating of 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. (for Proposed & Existing T/W)
-
-
-
... More
(2.15.4) 7.5 KW (10 HP)
75
8320
624000
... More
(PHED 2023_2.16) Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase up to 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 gauge M.S. Sheet with powder coating. Panel size Height 600 mm Width 500 mm depth 250 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 platform. 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 operation of panel should be suitable for on 240 Volt AC Supply.
2
10009
20018
... More
(PHED 2023-2.18) 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. (for Proposed & Existing T/W)
-
-
-
... More
(2.18.2) Above 10 HP and up to 15 HP
10
27829
278290
... More
(2.19) 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.
-
-
-
... More
(2.19.1) 3 core 4.0 Sq.mm
1400
189
264600
... More
(2.2) Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
-
-
-
... More
(2.20.1) 10.0 Sq.mm, 4 core
150
196
29400
... More
(PHED 2023_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.
5
3651
18255
... More
(PHED 2023-2.22) Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.
10
696
6960
... More
(PHED 2023-2.23) 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.
-
-
-
... More
(2.23.3) 200 mm dia
5
986
4930
... More
(PHED -2023-2.24) Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
-
-
-
... More
(2.24.1) 32 mm dia
15
430
6450
... More
(2.24.2) 50 mm dia
630
678
427140
... More
(PHED 2023-2.26) Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to 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
(2.26.1) 50 mm dia
5
11801
59005
... More
(2.30.) Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes
-
-
-
... More
(2.30.1) 65 mm dia
5
2506
12530
... More
(PHED 2023-2.32) 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.
5
1243
6215
... More
(PHED 2023_2.39) Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 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.
-
-
-
... More
(2.39.2) Ordinary Rock
20
674
13480
... More
(PHED 2.43) Labour charges for horizontal boring 100 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc. including all T&P required for job including dewatering arrangement.
700
626
438200
... More
(PHED 2023_2.47) Supply of ERW M.S. black casing pipe ISI marked {IS:1239(Part-1:2004)} medium of following sizes at site of work.
-
-
-
... More
(2.47.1) 100 mm dia NB (Thickness of pipe 4.5 mm & mass of tube 12.50 Kg/m)
20
1286
25720
... More
(2.47.2) 125 mm dia NB( Thickness of pipe 4.8 mm & mass of tube 16.40 Kg/m)
50
1603
80150
... More
(PHED 2023 (3.2)) Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -
-
-
-
... More
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, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR 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 edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall. e) Successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab.
-
-
-
... More
j) Providing and fixing water level indicator (float type). k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm p) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) 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. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
... More
(3.2.14) Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M
-
-
-
... More
(3.2.14.1) 100 KL capacity
100000
30
3087000
... More
(3.2.14.3) 200KL capacity
200000
21
4210000
... More
(3.2.14.4) 250KL capacity
250000
20
5130000
... More
(PHED 2023-3.3) Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the 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.
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.
-
-
-
... More
(3.3.1) Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4
-
-
-
... More
(3.3.1.3) 100 KL Capacity
100000
7
795000
... More
(3.3.1.5) 200KL capacity
200000
6
1316000
... More
(PHED 2023-3.6) Providing and fixing double flanged ISI marked GI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps 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
(3.6.1) 50 mm
40
680
27200
... More
(PHED 3.7) 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 and fixing 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
(3.7.1) 100 mm
133
2259
300447
... More
(3.7.2) 150 mm
130
3249
422370
... More
(3.7.3) 200 mm
219
4250
930750
... More
(3.7.4) 250 mm
118
5733
676494
... More
(PHED 2023-4.1) 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
22048.52
200
4409703.54
... More
(PHED 4.3) 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 .:
-
-
-
... More
(PHED 4.3.1) Ordinary rock
6983.81
365
2549088.91
... More
(PHED 4.5) 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.
4740.02
757
3588193.27
... More
(PHED 4.6) Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, 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 per technical specification and scope of work.
-
-
-
... More
(4.6.1) Bituminous courses
821.3
416
341658.81
... More
(4.6.2) Granular courses
2463.89
296
729310.15
... More
(PHED 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.
1928.33
4678
9020713.28
... More
(PHED 4.8) 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
(4.8.2) Plain cement concrete pavement of M-30 Grade
2892.49
6497
18792509.9
... More
(4.1) Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work, but excluding the cost of pipe line.
400
289
115600
... More
(PHED 2023- 5.1 ) Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block 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
-
-
-
... More
(5.1.1.3) 5.5 KW (7.5 HP) at Panchayat Samiti
2
55225
110450
... More
(5.6) Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer 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.
-
-
-
... More
(5.6.2) 1.5 KW (2.0 HP)
2
46501
93002
... More
(PHED 2023-5.7) Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions. Note: Duty condition of required pump shall also be mentioned in BoQ
-
-
-
... More
(5.7.31) Discharge 61 to 70 LPS and head 41 to 50 M (55KW) At Main Head works udaipur road
2
574432
1148864
... More
(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-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 316/410 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) Insertion 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-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work
-
-
-
... More
(6.8.1) Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 Junction Valves
-
-
-
... More
(6.8.1.1) 80 mm
4
9137
36548
... More
(6.8.1.2) 100 mm dia
22
11554
254188
... More
(6.8.1.3) 125
7
17087
119609
... More
(6.8.1.4) 150 mm dia
26
19109
496834
... More
(6.8.1.5) 200 mm dia
13
29396
382148
... More
(6.8.1.6) 250 mm dia
14
48781
682934
... More
(6.8.1.7) 300 mm dia
1
62128
62128
... More
(6.8.1.9) 400 mm dia
2
152675
305350
... More
(6.8.1.10) 450 mm dia
1
203807
203807
... More
(PHED 6.9) Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to 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.
-
-
-
... More
(6.9.1) Class PN 1.6, Manually Operated with Gear
-
-
-
... More
(6.9.1.1) 100 mm dia
2
50005
100010
... More
(6.9.1.4) 250 mm dia
2
66241
132482
... More
(PHED 6.12) Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 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, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to 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.
-
-
-
... More
(6.12.1) Class PN 1.6
-
-
-
... More
(6.12.1.2) 100 mm dia
2
13362
26724
... More
(6.12.1.6) 250 mm dia
2
55072
110144
... More
(PHED 6.13) Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date) PN 1.6 ratings 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
-
-
-
... More
(6.13.1.2) 50 mm dia
12
13499
161988
... More
(PHED 6.17) Providing, lowering, laying, 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 Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
... More
(6.17.1) 80 mm dia
4
3149
12596
... More
(6.17.2) 100 mm dia.
21
3666
76986
... More
(6.17.3) 125 mm dia.
10
4792
47920
... More
(6.17.4) 150 mm dia.
31
5758
178498
... More
(6.17.5) 200 mm dia.
16
8564
137024
... More
(6.17.6) 250 mm dia.
14
11729
164206
... More
(6.17.8) 350 mm dia.
1
14024
14024
... More
(6.17.10) 450 mm dia.
1
28756
28756
... More
(PHED 2023-6.19) 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.
-
-
-
... More
(6.19.2) 100 mm dia.
2
8339
16678
... More
(6.19.4) 150 mm dia.
2
11445
22890
... More
(6.19.6) 250 mm dia.
2
15849
31698
... More
(6.19.9) 400 mm dia.
2
30524
61048
... More
(7.1.3) DOL STARTER 5.5 KW (7.5HP) - : For 2 motors (1 W+ 1S)
I/C - MCB 40A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-
500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A )
(1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights
( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP
10 KA C Curve (3) and
O/G- MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2),
2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control
MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating
Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green -
1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty
MPP Type 2 Kvar (2)
2
51448
102896
... More
(8.2) Construction of boundary wall of Brick/ stone masonry 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 masonry 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 masonry 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 masonry and cement mortar plaster
20 mm thick on brick masonry 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.
710
5820
4132200
... More
(8.1) Construction of Pump house of brick/ stone masonry 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
16
20251
324016
... More
(8.3) 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 and fabrication with priming
coat of red oxide and two coat of enamel paints.
960
121
116160
... More
(8.4) Construction of Pump house of RCC framed structure as per approved
standard GA, structure, electrical drawing, scope of work and technical
specification complete work in all respect including electrical works for
indoor and outdoor lighting and fans, rain water drainage, sanitary,
plumbing, monorail/ EOT crane etc for Earth quake zone II and SBC equal to
or more than 7 T/sqm.
Note: Standard drawings can be viewed on website
https://pheddms.rajasthan.gov.in/private/public/dms_document.aspx.
-
-
-
... More
(8.4.1) Type I ( 72.3 Sqm)
1
1956260
1956260
... More
(9.1) Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, 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 per direction of Engineer-in-Charge.
-
-
-
... More
(9.1.1.) For Class-AA loading
-
-
-
... More
(9.1.1.1) Sluice valve chamber of size 1.13 m x0.85 m x1.325 m- for pipe size-up to 100 mm
20
36700
734000
... More
(9.1.1.2) Sluice valve chamber of size 1.17m x 0.95m x1.47m for pipe size-from 125-to-150mm
36
40900
1472400
... More
(9.1.1.3) Sluice valve chamber of size 1.26m x1.185m x1.88m for pipe size-from 200-to-300mm
28
52300
1464400
... More
(9.1.1.4) Sluice valve chamber of size 1.39m x1.43m x2.245m for pipe size-from 350-to-450mm
-
-
-
... More
(9.1.2) For Class-A loading
-
-
-
... More
(9.1.2.2) Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm
2
33500
67000
... More
(9.1.2.3) Sluice valve chamber of size1.26m x1.185m x1.82m for pipe size-from 200-to-300mm
1
43500
43500
... More
(9.5) 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.
-
-
-
... More
(9.5.1) Air valve pillar for air valves size of 80mm dia
10
19800
198000
... More
(PHED 2023-10.1) Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation 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 5 years 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.
-
-
-
... More
(10.1.1) Solar panels up to 10 KW at a single location.
10000
60
600000
... More
(11.1) SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection etc. complete in all respect as per technical specification and direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
-
-
-
... More
(11.1.3) EFM 100 mm
1
113454
113454
... More
(11.1.7) EFM 250 mm
1
177439
177439
... More
(PHED 11.5) SITC of Ultrasonic Level Transmitter suitable for measuring water level in
reservoir, powered by solar panel with minimum 48 power back up or
internal installed battery ( 5 years battery life with replacement warranty),
with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_
0.2 %, as per detailed Technical specification, scope of work and direction of
Engineer in charge.
-
-
-
... More
(11.5.1) Measuring range 0.0 to 6.0 mtr
5
119106
595530
... More
(RUIDP 2023 / 7.1) Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion
-
-
-
... More
(7.1.1) Grading - I Material
1231.94
1376
1695153.31
... More
(RUIDP 2023 / 7.5) Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete.
-
-
-
... More
(7.5.3) Crusher broken - Grade-II (63-45mm)
1231.94
1915
2359170.49
... More
(RUIDP 8.1) Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
8212.95
33
276776.49
... More
(RUIDP 8.2) Extra for additional bitumen emulsion used in above item for every 1 kg per 10 sqm
7635.77
5
41233.15
... More
(Ruidp 8.9) Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500-15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.
-
-
-
... More
(8.9.3) 25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix)
36
8740
314640
... More
(RUIDP 8.12.1) Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
-
-
-
... More
(8.12.1) With Bitumen VG-grade 30
8212.95
119
977341.3
... More
(RUIDP 8.14) SEAL COAT ;-Providing and applying liquid seal coat type "A" comprising of a layer of bituminous binder @ 9.8 kg/ 10 Sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required) followed by a cover of stone chipping @ 0.09 cum/10 sqm of specified grading and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
-
-
-
... More
(8.14.1) With Bitumen VG-grade 30
8212.95
69
566693.69
... More
(42.49) Supplying and drawing PVC insulated & sheathed solid/ stranded copper conductor multi core control cable ISI marked (IS:1554) of 1.1 kV grade of approved make as per chapter E11,in existing surface or recessed conduit/ casing capping including making connections etc. as required.
-
-
-
... More
(42.49.2.2 ) 4 core, 1.5 sq. mm. armoured
450
87
39150
... More
(42.49.2.4) 8 core, 1.5 sq. mm. armoured
200
136
27200
... More
(42.49.2.6) 12 CORE, 1.5 sq. mm. armoured
150
167
25050
... More
(42.49.4) 2.5 sq. mm. armoured
-
-
-
... More
(42.49.4.4) 8 core, 2.5 sq. mm. armoured
100
193
19300
... More
(43.1) Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material of sensor and other wetted parts: SS type 316, Housing: Die cast aluminum, Switch type: Microswitch, Repeatability: ± 1% of span, Switch Contacts: 2 NO + 2 NC
2
7848
15696
... More
(43.7) Providing, Installation, Testing and Commissioning of Pressure Transmitter : Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 "NPT (M) / Accuracy: 0.15% Protection: IP67
4
23238
92952
... More
(43.9) Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum
2
3098
6196
... More
(43.12) Providing, Installation, Testing and Commissioning of Ultrasonic Level Transmitter : Principle : Time of Flight / Sensor MOC PP / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66/ Accuracy ±1%
-
-
-
... More
(43.12.1) 0 - 5 Mtr.
2
74741
149482
... More
(43.13) Providing, installation, testing and commissioning of Level Switch ( Conductivity) Conductivity Probes, Probe insulation: Teflon, Probe head protection class: IP 65 of IS 13947 Part I, Probe head housing material: Aluminum
-
-
-
... More
(43.13.1) Rigid for lengths of up to 3 Mtr.
2
37370
74740
... More
(43.14) Providing, installation, testing and commissioning of Capacitance Level Transmitter for tank /sump level Accuracy: ±1.5 % of span, Probe type: Rod, Probe material: SS type 316, Weather Protection Class: IP 65 of IS 13947 Part I, Output: 4-20 mA DC (Isolated), Material of wetted parts: SS 316, Probe insulation material: Teflon, Stilling pipe: SS type 316 with perforations
2
84083
168166
... More
(43.23) Providing, installation, testing and commissioning of ONLINE UPS SYSTEM, Single Phase 230 V, 50 Hz with 2 hour backup SMF battery bank as per specification
-
-
-
... More
(43.23.1) 1 KVA
2
52592
105184
... More
(RUIDP 2023 43.28) Supply, Installation, testing and commissioning of Battery powered Electromagnetic flow meters with GSM/GPRS based with an accuracy of ± 1% of measured value, ingress protection Electronics IP 66 and flow tube IP 68, MOC: lining Neoprene rubber/Hard rubber/PTFE, Flange - SS316/SS304/MS/CS, Electrode - SS 316/Hastalloy, Coil Housing - SS, battery life of min. 5 years, LCD display 5 digit for instantaneous flow and 9 digit for Totalized flow as per technical specifications of following sizes:(DMA) & EX. ESR CWR
-
-
-
... More
(43.28.10) EFM125 mm
2
138927
277854
... More
(43.28.11) EFM 150 mm
7
161432
1130024
... More
(43.28.12) EFM 200 mm
3
188645
565935
... More
(43.28.13) EFM 250 mm
1
277852
277852
... More
(44.6) 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.
-
-
-
... More
(44.6.5 ) 55KW
2
157854
315708
... More
(47.1) Design, Manufacture, Supply, Installation, Testing and Commissioning of Indoor type PLC Panel of size approx. 800 mm X 500 mm X 2000mm (LBH) , Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following: DI 30 No. DO 26 No. AI 6 No. AO 2 No. MCB 16A DP 2 No. MCB 6A DP 6 No. SMPS 100-240VAC/ 4.5A / 24 VDC 1 No. Selector Switch (Auto/Manual) & Local / Remote 2 No. Control Relays 1 Lot Annunciator with 24 Windows NO to NC Type Microprocessor Based, Window Size 75*42mm, 110VAC, with 1 No. Electronic Hooter 1 No. Control Transformer 200VA 1 No. Emergency STOP Push Button 1 No. Panel Cooling Fan & Filter 2 No. Panel Light with Door Switch, 7W 1 No. Control Indication Lamp for 24VDC, 220VAC 3 No. Push Button 3 No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc 1 Lot Panel Hardware, lugs, terminations, ferruls, name plate Ect. 1 Lot UTILITY SOCKET 16A, 3 PIN 2 No. HMI Display 10 Inch, Colour 1 No. Isolators Dual Output, 24VDC 1 Lot
2
647272
1294544
... More
(48.3.13) SITC of Intelligent Manageable Ethernet Switches providing 24 x 10/100/1000 Fast Ethernet ports- and 2 dual purpose uplink (provision for Copper / Fibre Giga connectivity) with LAN based Software. The LAN based S/W supports enhanced integrated security, including Network Admission Control (NAC), advanced quality of service (QoS), availability and scalable management to enable new converged applications
2
24776
49552
... More
(55.1) Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
... More
(55.1.2.2 ) Double pole MCB(With B/C curve tripping Characteristics) , 6 A to 32 A rating
10
580
5800
... More
(55.1.3.2) Triple pole MCB (With B/C curve trippingCharacteristics), 6 A to 32 A rating
7
933
6531
... More
(55.1.4.2 ) Four pole MCB (With B/C curve tripping Characteristics), 6 A to 32 A rating
6
1254
7524
... More
(57.1) SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d, (e), (f), (g), (h) as below:- (a)Thickness of CRCA sheet shall be 2.0 mm, cable alley compartments having concealed hinged type doors with key type lock with / without detachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided (b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting, pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel. The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire. [c) nterconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar (63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only. All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar / Flexible wire for Interconnection between Main connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging. (f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm ( to be paid Extra ) (g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out. (h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
busbar and Switchgear is to be Paid Extra ) (d)Wiring between components within switchgear and Incoming / outgoing cable shall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram. (e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee
10
6124
61240
... More
(57.2) Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar by means of SMC / DMC type insulator with standard short circuit withstand capacity , high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.2.1) Electrolytic grade Aluminium bus bar 6010 grade
5
556
2780
... More
(57.3) Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type (up to 500) V range Volt meter / Direct- Ammeter / CT oertated ammeter/ Frequency meter / KWH meter / Multi Function Meter / Power analyzer of class 1 accuracy as per IS : 1248 of size 96mm x 96 mm including making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.3.4) Three phase Voltmeter with Inbuilt Selector Switch
4
1731
6924
... More
(57.3.10) Three phase with universal Auxiliary supply + AMP + HZ + PF + KW + KVA + KVAR + KVARH + KWH + DUAL ENERGY+ ENERGY+THD-I, THD-V & RUN HRS + MD with RS485
2
6429
12858
... More
(57.4) Providing & Fixing of BIS approved Current Transformer as per PWD specification for electrical Works ,ISI marked as per IS 2705-1992/ conforming to IEC 60044-1, with secondary terminal of CT shall be brought out suitable to a terminal block which shall be easier accessible for testing and terminal connection , with all necessary support in existing panel including connection etc. as required Current transformer Ring Type Tape Wound/Resin Cast Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified. ISF=5, Cu cross section of secondary wire 1.5sqmm (minimum), including all necessary support in existing panel including connection etc. as required . All as per pre approved by Engineer in-charge.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.4.2) Resin cast wound type CT
-
-
-
... More
(57.4.2.2) C T Class 1, Ratio 200/5 to 300/5, Burden 10 VA
12
1345
16140
... More
(57.7) Providing & Fixing of Cam operated rotary (Auto/manual) switches on existing panel with 2 way and off position using high grade engineering material to international standards with cam assembly insulation of glass filled polyamide with high tracking index. For reliable and stable electrical and mechanical endurance double butt contacts with silver bi-metal on copper should provided contact assembly is of operating temp range -25 degree C to 55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanically minimum 50000 operations @300 cycles/ hour and electrically 10,000 operations at 100% rated duty for 100 cycles/ hour including making connection etc. as required . All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.7.1 ) 10 AMP
8
372
2976
... More
(57.8) Providing & Fixing of 110/220 V, unibody LED Indicating lamp IEC 60947 with integral circuit, IP 65 above panel & IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDC including connection etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.8.1) Red/yellow/Green colour
16
174
2784
... More
(57.8.1) Blue / white Colour
12
267
3204
... More
(57.9) Providing & Fixing of flush head push button actuators IEC 60947 with integral circuit, IP 65 above panel & IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, including connection etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR
-
-
-
... More
(57.9.1 ) Non luminous type
6
168
1008
... More
(57.1) Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 / 2006 with one side anti skid abberation marks and pasting the mat with synthetic rubber adhesive as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.10.2) 11 KV, Class B 2.5 mm thick with proof voltage 22 KV AC (rms) and Break Down Voltage 45 KV AC (rms)
10
2094
20940
... More
(57.11) Providing & Fixing of self healing IP20 MPP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 OR IEC : 60831-1& 2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz, Operating loss less than 0.30 Watt per KVAR. Min over current capacity 1.8 times rated current & peak inrush current min. 300 times of rated current, llife expectancy greater than 100000hrs (temp class - 25 D) in 440 V/480 V Capacitor and for 525 V should life expectancy minimum 1,65,000 hrs (temp class - 25 D) including making connections, testing etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.11.1) Heavy duty Three phase 440 V, 50 Hz cylindrical type capacitor (Bank)
35
383
13405
... More
(57.13) Providing & Fixing of IP54 microprocessor based 3 CT’s for all 3 phase sensing compensation power factor correction relay Size 139mm x 139 mm, Operating Voltage 415/440 V , IEC / EN 61000-6-(2&4) having 3 CT sensing, sensitivity up to 50 milli amp secondary current , self analysing auto c/k setting according to targeted power factor setting, the relay shall have digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, communication interface with RS 485, indication of switching on units, auto/manual status, and shall have over load protection, no volt release , having multi parameter like KW, KVA, KVAR, RMS Value, step switching time 2 sec to 1800 sec. Lead & Lag parameters, metering facility and 3 no. Class- 0.5 Cast Resin CT ( refer CT specs in this chapter )for sensing the relay including making coonection with 1.5 Sq.mm copper wire etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.13.1) 6 to 8 stage
1
15370
15370
... More
(57.15) Providing & Fixing of 440 Volt 3 pole capacitor (AC 6 B ) duty contactor with 3 no. early make and post break auxiliary contacts in series with quick discharge damping resistors/ reactors to limit the inrush current as per PWD specification for electrical Works, IS/IEC 60947-4-1 : 2000, insulation voltage 1000V, impulse withstand voltage 8 KV,Din rail mounting type including making connections, testing etc. as required. suitable for following capacity capacitor bank. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.15.1) up to 6 KVAR
4
1858
7432
... More
(57.15.2) 8.5 KVAR
2
2180
4360
... More
(57.15.3) 10 KVAR
2
2334
4668
... More
(58.3) SITC of 3 /4 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant material having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, trip free mechanisum, true contact position indicator, line load interchangeability, designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree, pollution degree 3, having positive isolation capability, push (test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% ICU. U imp =8 KV, rated insulation voltage 690 V. provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
... More
(58.3.3.2) up to 100 Amp , 25 kA, adjustable O/L & adjustable S/C setting,
2
7290
14580
... More
(58.3.3.7 ) 250 Amp , 35 kA, adjustable O/L & adjustable S/C setting,
2
20287
40574
... More
(58.4) Supply and fixing of following accessories for Moulded case circuit
breaker (MCCB) compatible to main MCCB OEM as per PWD
specification for electrical Works, conforming to IS/IEC 60947 P - 2
:2003 including making connection etc complete in all respect. OEM
shall have submit NABL / CPRI / ERDA accrediated lab type test
certificate before execution. All as per pre approved by Engineer
in-charge. For additional technical parameters of products/ work ,
refer Annexure "A" attached with this BSR
-
-
-
... More
(58.4.3) Extended Rotary Handle
2
2781
5562
... More
(58.4.5) Mechanical Interlocking kit
2
7117
14234
... More
(58.4.11) Auxiliary + Trip alarm contact
4
1675
6700
... More
(58.4.16) Spreaders for 250A, 4 Pole MCCB
4
1580
6320
... More
(60.2) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity 99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
... More
(60.2.1.2 ) 4.0 SQMM, 3 CORE
1000
126
126000
... More
(60.2.5.3) 25 SQMM, 3.5 CORE
100
292
29200
... More
(60.2.8.3 ) 70 SQMM, 3 CORE
100
558
55800
... More
(60.2.11.2) 150 SQMM, 3.5 CORE
150
1123
168450
... More
(61.5) Supply, Fabricating & installing following sizes of perforated Hot dipped Galvanized iron cable tray ( Galvanized thickness not less then 50 microns) with perforation not more then 17.5% in convenient section including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with GI suspenders including GI bolts & nuts , fastners, supports etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(61.5.1) 100mm x 50mm x 1.6mm
50
567
28350
... More
(61.5.2) 150mm x 50mm x 1.6mm
50
692
34600
... More
(62.1) Providing & Laying XLPE insulated three core Armoured Aluminium cable for working voltage 11 K.V.(E) confirming IS :7098 P - 2 with H4- Grade electrolytic aluminium conductor confirming to IS: 8130 class-2 of purity 99.6 %, Insulation Screening: Extruded Semiconducting Compound followed by helically wrapped Copper Tape, round / flat strip armouring of cables , Inner / outer sheath PVC type ST-2 confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810 All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(62.1.1) 3 core 95.0 Sq.mm
100
1319
131900
... More
(62.7) Providing & making heat shrinkable type indoor/outdoor/straight through terminations/ joint kit suitable for 11 KV / 33 KV (Earthed) cable with required components, prepration of cable ends. Type test report should be as per IS13573:2011 which covered all sequence for table 2 for termination kit and table 3 for streight through joint inclusive thermal & dynamic short circuit test, humidity test, soil fog test. Cross linking shall be done out side factory with E- beam/ peroxide technology. Extrusion process shall be in house OEM within same vicinity. including testing etc. as required of following sizes. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(62.7.1) 11 KV End termination Kit Indoor type
-
-
-
... More
(62.7.1.2 ) 3 core 50/70/95 Sq.mm
8
4932
39456
... More
(62.7.2) 11 KV End termination Kit Outdoor type
-
-
-
... More
(62.7.2.2) 3 core 50/70/95 Sq.mm
8
7217
57736
... More
(RUIDP 63.2) Plate Earthing as per IS:3043 with Hot dipped 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 Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in-charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
4
5876
23504
... More
(RUIDP 63.6) Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection with GI/Cu purity purity 95% thimble etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(63.6.9) 10 SWG G.I. ( Hot Dipped ) Wire
70
14
980
... More
(67.1) Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.1.1.5) 7 Mtr., Poles with Octagonal Cross Section
12
13481
161772
... More
(67.2) Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.2.1) Single arm overhang
12
1936
23232
... More
(67.8) Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . A) Excavation of Pit for Foundation Size upto required depth from Ground level B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete. C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete. E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal F) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations. G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face.
-
-
-
... More
(67.8.2) Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr.
12
8142
97704
... More
(67.12) Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy =125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @=300 V AC and Auto resetting Safety , Power Factor 0.95 driver Efficiency 85% ,THD(I) 10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current 750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI 70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.12.5 ) LED Street Light fixture with Minimum lumen output 8700 lm
12
5993
71916
... More
(67.18) Providing & Fixing of Street light bracket made out from following size of ' B ' class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.18.3) 32 mm Dia.
12
761
9132
... More
(67.19) Providing & Fixing of IP - 65 protected impact resistant polycarbonate / Polysterene enclosures with knock out for cable entry/out including fixing with nut, bolt, fatner etc as required complete in all respect of following sizes.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.19.1 ) 180 x 180 x 91 mm
12
1535
18420
... More
(RUIDP 2023-73.21) Supplying and Fixing of PN 1.6 Butterfly Valve (Wafer Type) with S.G Iron Disc and confirming to IS:13095 complete with 2 no. Matching Flanges (Minimum 16 mm thick), nuts, bolts, washers, gaskets, etc as required of following sizes. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(73.21.2) 65 mm dia
5
3538
17690
... More
(PWD B-1/1.8) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
56.22
178
10007.16
... More
(3.1.2) M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
2.25
4624
10404
... More
(PWD B-3/3.1.4) M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
5.62
3847
21627.83
... More
(B-4/4.2) 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
17.87
5609
100230.03
... More
(B-4/4.3) 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 Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.
M20 grade Nominal Mix / Design Mix
1.07
5185
5564.02
... More
(PWD B-4/-4.9) Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
46.8
157
7347.6
... More
(4.1) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
-
-
-
... More
(4.10.2) Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
6.75
340
2295
... More
(4.10.3) Columns, pillars, posts and struts etc.
35.46
375
13297.5
... More
(4.13) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)
-
-
-
... More
(4.13.2) Hot rolled deformed bars (IS : 1139).
2764.66
77
212879.08
... More
(B-5/5.1.2) Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand)
6.13
4263
26120.25
... More
(PWD B-9/ 9.8) Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
910.84
96
87441.02
... More
(B-12/12.2) Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :
-
-
-
... More
(12.2.3) 12mm thick .
53.28
163
8684.64
... More
(PWD 2022- G-4/ 4.1) CARRIAGE OF MATERIALS-Earth, Sand, Lime, Morrum manure or sludge
-
-
-
... More
Lead up to 2 Km
1193.04
89
106180.51
... More
(S-2/2.15) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :(for 1 RWPHs Vaccum Pump) & 1 CWPS
-
-
-
... More
(2.15.1) Gun-metal 15mm nominal bore.
3
227
681
... More
(PWD 2022- S 2.15.3) P&F Full-way Valve (IS:778Mark) or wheel valve of approved make :
3
529
1587
... More
(S-2.26) P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:
-
-
-
... More
(PWD 2.26.1) 200 Litres capacity (For Bleaching mixing)
3
1569
4707
... More
(PWD 2022-S 2.37) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall)
-
-
-
... More
(S-2.37.1) 15 mm Nominal Dia
150
191
28650
... More
(3.17) P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:
-
-
-
... More
(S-3.17.9) Bend 87 .5
-
-
-
... More
((iii)) 160 mm dia
12
177
2124
... More
(S-3.27) Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C floor & RCC slab covering with M15 grade c.c. floor, 50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:-
-
-
-
... More
(S-3.27.1) Size 200x100x130 cm.(for 10 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 8mm ϕ @15 cm c/c bothways including shuttering complete in all respect.
3
27322
81966
... More
(S-3.44) Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
-
-
-
... More
(3.44.1) 75 mm dia
180
167
30060
... More
(3.44.2) 110 mm dia
120
336
40320
... More
(S-3.45) Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
-
-
-
... More
(S-3.45.1) Coupler
-
-
-
... More
((i)) 75mm dia
18
72
1296
... More
((ii)) 110mm dia
12
108
1296
... More
(S-3.45.6) Door Bend 87.5 Dg.
-
-
-
... More
((i)) 75mm dia
18
124
2232
... More
((ii)) 110mm dia
6
193
1158
... More
(S-3.45.16) Single Tee
-
-
-
... More
((i)) 75mm dia
12
120
1440
... More
((ii)) 110mm dia
6
210
1260
... More
(S-3.45.12) Pipe Clip
-
-
-
... More
((i)) 75mm dia
60
18
1080
... More
((ii)) 110mm dia
12
31
372
... More
(S-4.24) Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required.
-
-
-
... More
(S-4.24.1) Diameter 900 mm
30
266
7980
... More
(S-4.25) Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness
-
-
-
... More
(S-4.25.1) Diameter 900 mm
15
766
11490
... More
(S-4.26) Supply & lowering air line of 25mm dia, G.I. pipe 'B' class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.
6
300
1800
... More
(S-4.28) Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids
-
-
-
... More
(S-4.28.1) Size 9 to 12 mm
1.35
1997
2695.95
... More
(S-4.28.2) Size 3 to 5 mm
1.35
2928
3952.8
... More
(S-4.29) Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.
1.35
3727
5031.45
... More
(Rates are approved by CE (U&NRW) PHED Jaipur vide letter No. 11611-614 dt. 6-12-2024) Operation and maintenance of Rising main, Distribution network, OHSR, Tubewell, Pumping Machinary etc. created under Amrut 2.0 of UWSS for a period of Five Years as per scope of work.
-
-
-
... More
Per year cost
-
-
-
... More
1st year
1
1485427
1485427
... More
2nd year
1
1559698
1559698
... More
3rd year
1
1637684
1637684
... More
4th year
1
1719568
1719568
... More
5th year
1
1805546
1805546
... More
Town-Mount Abu
-
-
-
... More
(PHED 2023/1.1) 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.
-
-
-
... More
(1.1.2) 100 mm
2226
1464
3258864
... More
(1.1.3) 150 mm
1815
2082
3778830
... More
(1.1.4) 200 mm
1407
2554
3593478
... More
(1.1.5) 250 mm
315
3307
1041705
... More
(1.1.6) 300 mm
150
4221
633150
... More
(PHED 2023/ 1.2) Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 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
-
-
-
... More
(1.2.4) 250 mm dia (BT Road Cutting) (JN-1 to JN-2)
1535
4011
6156885
... More
(PHED 2023/1.3) 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).
-
-
-
... More
(1.3.2.1) Upto 300mm
1842
158
291036
... More
(PHED 2023/ 1.6) Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, 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.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). 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.
-
-
-
... More
(1.6.5.2) Outer dia of pipe 406.4 mm and 5mm thickness
15
5796
86940
... More
(1.6.6.2) Outer dia of pipe 457 mm and 5 mm thickness
20
6527
130540
... More
(PHED 2023/1.11) Providing and applying polyolifine tape coating (Cold applied) to external surface of M.S. Pipe as per AWWA C214-14 Standard comprising of liquid adhesive, inner layer tape and outer layer tape including preparation of outer surface of pipe by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2 including field joints coating at site complete as per technical specification and direction of Engineer in In charge.
47.82
1363
65181.66
... More
(PHED 2023/1.12) Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C210 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Liquid Epoxy shall be NSF/WARS approved for drinking water and minimum thickness of lining shall be 406 microns.
47.1
409
19263.9
... More
(PHED 2023/1.15) 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.
-
-
-
... More
(1.15.1) MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet)
700
126
88200
... More
(PHED 2023/ 1.17) De-jointing and removing of already laid CI/DI pipes of following diameters in excavated trenches with care, without damaging pipes, CID joints, valves, specials etc. and other materials and then refilling of soil after de-laying and de-jointing of pipelines with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr. This also include stacking the pipes with care and transporting the same to div./sub div. store or as directed by EIC with in the division. (Rates are Exclusive of Earth Work) (Removing of Exisiting laid lines)
-
-
-
... More
(1.17.6) 250 mm (Gaumukh Mode LKD to Filter Plant)
250
98
24500
... More
(PHED 2023/ 1.36) Providing, lowering, laying, aligning, fixing in position and jointing at level/ depths Ductile Iron Double Chambered Restrained Joint specials confirming to IS 9523 : 2000 of Class K-12 with internal Cement mortar lining and external Zinc rich paint coating followed by a finishing layer of bitumen coating duly ISI marked. Joints will be of Double Chamber Restrained Type as per ISO 10804:2018 including rubber gasket confirming to IS 5382 : 1985 and locking bars & rubber gaskets etc complete including all taxes as per technical specifications and direction of Engineer-in-charge, (excluding earth work).
-
-
-
... More
(1.36.1) Upto 300 mm Diameter
841
229
192589
... More
(PHED 2023/ 2.11) Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes
-
-
-
... More
(2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
25
2734
68350
... More
(2.11.3) 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m)
45
4473
201285
... More
(PHED 2023 / 2.16) Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase up to 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 gauge M.S. Sheet with powder coating. Panel size Height 600 mm Width 500 mm depth 250 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 platform. 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 operation of panel should be suitable for on 240 Volt AC Supply.
1
10009
10009
... More
(PHED 2023/ 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.
2
1243
2486
... More
(PHED 2023/ 3.4) 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: -
-
-
-
... More
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.
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.
-
-
-
... More
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.
-
-
-
... More
(3.4.3) Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3.
-
-
-
... More
(3.4.3.2) 600 KL capacity
600000
5
3186000
... More
(PHED 2023/3.6) Providing and fixing double flanged ISI marked GI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps 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
(3.6.1) 50 mm
20
680
13600
... More
(PHED 2023/ 3.7) 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 and fixing 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
(3.7.1) 100 mm
20
2259
45180
... More
(3.7.5) 300 mm
20
7314
146280
... More
(3.7.6) 350 mm
20
8826
176520
... More
(3.7.7) 400 mm
15
10729
160935
... More
(PHED 2023/ 4.1) 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
15.19
200
3038
... More
(PHED 2023/ 4.3) 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 .:
-
-
-
... More
( 4.3.1) Ordinary rock
1936.17
365
706702.05
... More
(4.3.3) Hard rock(blasting prohibited)
668.68
782
522907.76
... More
(PHED 2023/ 4.5) 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.
264.06
757
199893.42
... More
(PHED 2023/ 4.6) Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, 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 per technical specification and scope of work.
-
-
-
... More
(4.6.1) Bituminous courses
228.9
416
95222.4
... More
(4.6.2) Granular courses
456.8
296
135212.8
... More
(PHED 2023/ 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.
102.11
4678
477670.58
... More
(PHED 2023/ 4.8) 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
(PHED 2023/ 4.8.2) Plain cement concrete pavement of M-30 Grade
152.6
6497
991462.34
... More
(PHED 2023/ 5.6) Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer 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.
-
-
-
... More
(5.6.2) 1.5 KW (2.0 HP)
1
46501
46501
... More
(PHED 2023/ 5.7) Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions. Note: Duty condition of required pump shall also be mentioned in BoQ
-
-
-
... More
(Based on PHED 2023 Explore rate ) Discharge 34.72 LPS and head 110 M (75 KW) (2W + 2 S) (LKD to Filter Plant)
4
858225
3432900
... More
(5.7.37) Discharge 71 to 80 LPS and head 31 to 40 M (WTP CWR to Ex. CWR) (1W+1S)
2
492515
985030
... More
(PHED 2023/ 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-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 316/410 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) Insertion 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-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work
-
-
-
... More
(6.8.1) Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 Junction Valves
-
-
-
... More
(6.8.1.2) 100 mm dia
12
11554
138648
... More
(6.8.1.3) 125 mm dia.
6
17087
102522
... More
(6.8.1.4) 150 mm dia
13
19109
248417
... More
(6.8.1.5) 200 mm dia
17
29396
499732
... More
(6.8.1.6) 250 mm dia
18
48781
878058
... More
(6.8.1.7) 300 mm dia
3
62128
186384
... More
(6.8.1.9) 400 mm dia
2
152675
305350
... More
(6.8.1.10) 450 mm dia
2
203807
407614
... More
(PHED 2023/ 6.9) Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to 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.
-
-
-
... More
(6.9.1) Class PN 1.6, Manually Operated with Gear
-
-
-
... More
(6.9.1.3) 200 mm dia
5
59837
299185
... More
(6.9.1.4) 250 mm dia
3
66241
198723
... More
(PHED 2023/ 6.11) Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc 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, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal Nut-Bolt confirming to 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.
-
-
-
... More
(6.11.1) Class PN 1.6
-
-
-
... More
(6.11.1.2) 100 mm dia
3
12598
37794
... More
(6.11.1.4) 150 mm dia
4
21821
87284
... More
(6.11.1.6) 250 mm dia
6
55783
334698
... More
(PHED 2023/ 6.12) Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 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, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to 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.
-
-
-
... More
(6.12.1) Class PN 1.6
-
-
-
... More
(6.12.1.4) 200 mm dia
4
36510
146040
... More
(6.12.1.5) 250 mm dia
2
55072
110144
... More
(PHED 2023/ 6.13) Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date) PN 1.6 ratings 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
-
-
-
... More
(6.13.1) Class PN 1.6
-
-
-
... More
(6.13.1.1) 40 mm dia
6
13021
78126
... More
(6.13.1.2) 50 mm dia
4
13499
53996
... More
(PHED 2023/ 6.17) Providing, lowering, laying, 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 Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
... More
(6.17.2) 100 mm dia.
12
3666
43992
... More
(6.17.3) 125 mm dia.
6
4792
28752
... More
(6.17.4) 150 mm dia.
13
5758
74854
... More
(6.17.5) 200 mm dia.
13
8564
111332
... More
(6.17.6) 250 mm dia.
14
11729
164206
... More
(6.17.7) 300 mm dia.
3
14024
42072
... More
(6.17.10) 450 mm dia.
2
28756
57512
... More
(PHED 2023/ 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.
-
-
-
... More
(6.19.5) 200 mm dia.
4
12954
51816
... More
(6.19.6) 250 mm dia.
6
15849
95094
... More
(6.19.9) 400 mm dia.
2
30524
61048
... More
(PHED 2023/ 8.2) Construction of boundary wall of Brick/ stone masonry 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 masonry 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 masonry 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 masonry and cement mortar plaster 20 mm thick on brick masonry 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.
(Delwara CWR & PH 30mX30m)
(Machgaon CWR & PH 30mX30m)
240
5820
1396800
... More
(PHED 2023/ 8.3) 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 and fabrication with priming coat of red oxide and two coat of enamel paints.
260
121
31460
... More
(PHED 2023/ 8.5) Construction of Pump house of RCC framed structure with pump pit in RCC walls as per scope of work and technical specification complete work in all respect including electrical works for indoor and outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc. complete as per direction of Engineer-in-charge. The GA, structure, electrical, sanitary, P&ID, SLD to be prepared by the contractor and submitted to department for approval for earth quake zone II.
-
-
-
... More
(8.5.1) Pump House with Monorail arrangement
24
22320
535680
... More
(PHED 2023/ 9.1) Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, 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 per direction of Engineer-in-Charge.
-
-
-
... More
(9.1.2) For Class-A loading
-
-
-
... More
(9.1.2.1) Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm
2
29800
59600
... More
(9.1.2.2) Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm
5
33500
167500
... More
(9.1.2.3) Sluice valve chamber of size1.26m x1.185m x1.82m for pipe size-from 200-to-300mm
1
43500
43500
... More
(PHED 2023/ 9.5) 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.
-
-
-
... More
(9.5.1) Air valve pillar for air valves size of 80mm dia
2
19800
39600
... More
(PHED 2023/ 13.1) Design, construction, commissioning & testing of Non Mechanical Rapid Gravity Filter Plant of capacity as under. This work includes construction of RCC receiving chamber, baffle channel, flocculate, clarifier, collecting channel, filter beds , operation gallery, clear water chamber, channel, chlorination chamber, Back wash tank, pipe system for carrying raw water from Pump House to inlet of RGF, clear water from Plant to CWR, De-sludging system including providing pipe system from clarifier , flocculate & back wash water chamber to existing storage tank, over head back wash tank, back wash pumps (1W+1S) set with piping system, air blowers (1W+1S) as per design, interconnection of raw water, clear water, sludge pipes etc. including allied works such for construction ,commissioning of system as defined in scope of work, technical specifications and provisions of CPHEEO manual at various water supply schemes (At Existing Filter Plant Campus)
-
-
-
... More
( 13.1.6) Above 170 KLH and up to 200 KLH
200
62000
12400000
... More
( 13.1.7) Above 205 KLH and up to 300 KLH (Deduct 1% per 5 KLH in rate of item
13.1.6
81
51460
4168260
... More
(RUIDP 2023 / 7.1) Providing, laying, spreading and compacting of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion
-
-
-
... More
(7.1.1) Grading - I Material
343.32
1376
472408.32
... More
(RUIDP 2023 / 7.5) Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete.
-
-
-
... More
(7.5.3) Crusher broken - Grade-II (63-45mm)
228.61
1915
437779.72
... More
(RUIDP 2023 / 8.1) Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
2286.06
33
77040.09
... More
(RUIDP 2023 / 8.2) Extra for additional bitumen emulsion used in above item for every 1 kg per 10 sqm
2286.06
5
12344.7
... More
(RUIDP 2023 / 8.12) Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
-
-
-
... More
(8.12.1) With Bitumen VG-grade 30
2286.06
119
272040.66
... More
(RUIDP 2023 / 8.14) SEAL COAT ;-Providing and applying liquid seal coat type "A" comprising of a layer of bituminous binder @ 9.8 kg/ 10 Sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required) followed by a cover of stone chipping @ 0.09 cum/10 sqm of specified grading and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
-
-
-
... More
(8.14.1) With Bitumen VG-grade 30
2286.06
69
157737.86
... More
(RUIDP 2023 / 19.62) Providing and fixing Stain less steel AISI 304 Strainer Cylindrical type for out let, drain pipes of following sizes including all material labour as per Technical Specifications and as per direction of Engineer.
-
-
-
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( 19.62.3) 250 mm dia
2
27700
55400
... More
(RUIDP 2023 / 19.97) Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metr depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of OH tank and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer.
2
16800
33600
... More
(RUIDP 2023 / 42.36) Pipe Earthing as per IS: 3043 with perforated 3.0 Mtr. Long, 40 mm dia. ‘B’ class G.I. 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 300 mm and embodying the pipe complete with alternate layers salt and coke/charcoal, testing of earth resistance as required.
6
1961
11766
... More
(RUIDP 2023 / 42.37) Plate Earthling as per IS:3043 with copper Earth plate of size 600mm x 600 mm x 3.0mm by embodying 3 to 4 mtr. Below the ground level with 25 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.
10
8534
85340
... More
(RUIDP 2023 / 42.38) S & Laying following size ‘B’ Class G.I. Pipe confirming to IS: 1239 P-1 (1990) with accessories for laying earth conductor/ strip/ cable in ground/ surface/ recess as required.
-
-
-
... More
(42.38.1 ) 50 mm dia.
48
426
20448
... More
(RUIDP 2023 / 42.49) Supplying and drawing PVC insulated & sheathed solid/ stranded copper conductor multi core control cable ISI marked (IS:1554) of 1.1 kV grade of approved make as per chapter E11,in existing surface or recessed conduit/ casing capping including making connections etc. as required.
-
-
-
... More
(42.49.2.2 ) 4 core, 1.5 sq. mm. armoured
200
87
17400
... More
(42.49.2.4) 8 core, 1.5 sq. mm. armoured
200
136
27200
... More
(42.49.4.4) 8 core, 2.5 sq. mm. armoured
200
193
38600
... More
(RUIDP 2023 / 44.6) 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.
-
-
-
... More
(44.6.4) 45 KW
2
133380
266760
... More
(44.6.6) 75KW
4
183890
735560
... More
(RUIDP 2023 / 55.1) Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
... More
(55.1.2.2 ) Double pole MCB(With B/C curve tripping Characteristics) , 6 A to 32 A rating
14
580
8120
... More
(55.1.3.2) Triple pole MCB (With B/C curve trippingCharacteristics), 6 A to 32 A rating
10
933
9330
... More
(55.1.4.2 ) Four pole MCB (With B/C curve tripping Characteristics), 6 A to 32 A rating
10
1254
12540
... More
(RUIDP 2023 / 57.1) SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d, (e), (f), (g), (h) as below:- (a)Thickness of CRCA sheet shall be 2.0 mm, cable alley compartments having concealed hinged type doors with key type lock with / without detachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided (b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting, pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel. The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire. [c) nterconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar (63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only. All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar / Flexible wire for Interconnection between Main connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging. (f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm ( to be paid Extra ) (g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out. (h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
busbar and Switchgear is to be Paid Extra ) (d)Wiring between components within switchgear and Incoming / outgoing cable shall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram. (e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee
25
6124
153100
... More
(RUIDP 2023 / 57.2) Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar by means of SMC / DMC type insulator with standard short circuit withstand capacity , high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.2.1) Electrolytic grade Aluminium bus bar 6010 grade
18
556
10008
... More
(RUIDP 2023 / 57.3) Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type (up to 500) V range Volt meter / Direct- Ammeter / CT oertated ammeter/ Frequency meter / KWH meter / Multi Function Meter / Power analyzer of class 1 accuracy as per IS : 1248 of size 96mm x 96 mm including making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.3.3) Three phase Ammeter with Inbuilt Selector Switch
3
1731
5193
... More
(57.3.4) Three phase Voltmeter with Inbuilt Selector Switch
3
1731
5193
... More
(57.3.10) Three phase with universal Auxiliary supply + AMP + HZ + PF + KW + KVA + KVAR + KVARH + KWH + DUAL ENERGY+ ENERGY+THD-I, THD-V & RUN HRS + MD with RS485
3
6429
19287
... More
(RUIDP 2023 / 57.4) Providing & Fixing of BIS approved Current Transformer as per PWD specification for electrical Works ,ISI marked as per IS 2705-1992/ conforming to IEC 60044-1, with secondary terminal of CT shall be brought out suitable to a terminal block which shall be easier accessible for testing and terminal connection , with all necessary support in existing panel including connection etc. as required Current transformer Ring Type Tape Wound/Resin Cast Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified. ISF=5, Cu cross section of secondary wire 1.5sqmm (minimum), including all necessary support in existing panel including connection etc. as required . All as per pre approved by Engineer in-charge.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.4.2) Resin cast wound type CT
-
-
-
... More
(57.4.2.1) C T Class 1, Ratio upto 150/5, Burden 5 VA
12
1244
14928
... More
(57.4.2.2) C T Class 1, Ratio 200/5 to 300/5, Burden 10 VA
12
1345
16140
... More
(RUIDP 2023 / 57.7) Providing & Fixing of Cam operated rotary (Auto/manual) switches on existing panel with 2 way and off position using high grade engineering material to international standards with cam assembly insulation of glass filled polyamide with high tracking index. For reliable and stable electrical and mechanical endurance double butt contacts with silver bi-metal on copper should provided contact assembly is of operating temp range -25 degree C to 55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanically minimum 50000 operations @300 cycles/ hour and electrically 10,000 operations at 100% rated duty for 100 cycles/ hour including making connection etc. as required . All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.7.1 ) 10 AMP
22
372
8184
... More
(RUIDP 2023 / 57.8) Providing & Fixing of 110/220 V, unibody LED Indicating lamp IEC 60947 with integral circuit, IP 65 above panel & IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDC including connection etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.8.1) Red/yellow/Green colour
24
174
4176
... More
(57.8.1) Blue / white Colour
24
267
6408
... More
(RUIDP 2023 / 57.9) Providing & Fixing of flush head push button actuators IEC 60947 with integral circuit, IP 65 above panel & IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, including connection etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR
-
-
-
... More
(57.9.1 ) Non luminous type
12
168
2016
... More
(RUIDP 2023 / 57.10) Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 / 2006 with one side anti skid abberation marks and pasting the mat with synthetic rubber adhesive as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.10.2) 11 KV, Class B 2.5 mm thick with proof voltage 22 KV AC (rms) and Break Down Voltage 45 KV AC (rms)
20
2094
41880
... More
(RUIDP 2023 / 57.11) Providing & Fixing of self healing IP20 MPP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 OR IEC : 60831-1& 2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz, Operating loss less than 0.30 Watt per KVAR. Min over current capacity 1.8 times rated current & peak inrush current min. 300 times of rated current, llife expectancy greater than 100000hrs (temp class - 25 D) in 440 V/480 V Capacitor and for 525 V should life expectancy minimum 1,65,000 hrs (temp class - 25 D) including making connections, testing etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.11.1) Heavy duty Three phase 440 V, 50 Hz cylindrical type capacitor (Bank)
100
383
38300
... More
(RUIDP 2023 / 57.13) Providing & Fixing of IP54 microprocessor based 3 CT’s for all 3 phase sensing compensation power factor correction relay Size 139mm x 139 mm, Operating Voltage 415/440 V , IEC / EN 61000-6-(2&4) having 3 CT sensing, sensitivity up to 50 milli amp secondary current , self analysing auto c/k setting according to targeted power factor setting, the relay shall have digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, communication interface with RS 485, indication of switching on units, auto/manual status, and shall have over load protection, no volt release , having multi parameter like KW, KVA, KVAR, RMS Value, step switching time 2 sec to 1800 sec. Lead & Lag parameters, metering facility and 3 no. Class- 0.5 Cast Resin CT ( refer CT specs in this chapter )for sensing the relay including making coonection with 1.5 Sq.mm copper wire etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.13.1) 6 to 8 stage
2
15370
30740
... More
(RUIDP 2023 / 57.15) Providing & Fixing of 440 Volt 3 pole capacitor (AC 6 B ) duty contactor with 3 no. early make and post break auxiliary contacts in series with quick discharge damping resistors/ reactors to limit the inrush current as per PWD specification for electrical Works, IS/IEC 60947-4-1 : 2000, insulation voltage 1000V, impulse withstand voltage 8 KV,Din rail mounting type including making connections, testing etc. as required. suitable for following capacity capacitor bank. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.15.1) up to 6 KVAR
3
1858
5574
... More
(57.15.2) 8.5 KVAR
1
2180
2180
... More
(57.15.3) 10 KVAR
6
2334
14004
... More
(RUIDP 2023 / 58.3) SITC of 3 /4 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant material having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, trip free mechanisum, true contact position indicator, line load interchangeability, designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree, pollution degree 3, having positive isolation capability, push (test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% ICU. U imp =8 KV, rated insulation voltage 690 V. provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
... More
(58.3.3.7 ) 250 Amp , 35 kA, adjustable O/L & adjustable S/C setting,
2
20287
40574
... More
(58.3.3.8) 400 Amp , 35 kA, adjustable O/L & adjustable S/C setting,
2
24442
48884
... More
(RUIDP 2023 / 58.4) Supply and fixing of following accessories for Moulded case circuit
breaker (MCCB) compatible to main MCCB OEM as per PWD
specification for electrical Works, conforming to IS/IEC 60947 P - 2
:2003 including making connection etc complete in all respect. OEM
shall have submit NABL / CPRI / ERDA accrediated lab type test
certificate before execution. All as per pre approved by Engineer
in-charge. For additional technical parameters of products/ work ,
refer Annexure "A" attached with this BSR
-
-
-
... More
(58.4.3) Extended Rotary Handle
4
2781
11124
... More
(58.4.5) Mechanical Interlocking kit
2
7117
14234
... More
(58.4.11) Auxiliary + Trip alarm contact
4
1675
6700
... More
(58.4.16) Spreaders for 250A, 4 Pole MCCB
4
1580
6320
... More
(58.4.18) Spreaders for 400A, 4 Pole MCCB
4
3179
12716
... More
(RUIDP 2023 / 60.2) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity 99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
... More
(60.2.1.2 ) 4.0 SQMM, 3 CORE
300
126
37800
... More
(60.2.6.2) 35 SQMM, 3 CORE
80
326
26080
... More
(60.2.8.3 ) 70 SQMM, 3 CORE
80
558
44640
... More
(60.2.10.2) 120 SQMM, 3.5 CORE
80
969
77520
... More
(60.2.13.2) 240 SQMM, 3.5 CORE
80
1776
142080
... More
(RUIDP 2023 / 61.5) Supply, Fabricating & installing following sizes of perforated Hot dipped Galvanized iron cable tray ( Galvanized thickness not less then 50 microns) with perforation not more then 17.5% in convenient section including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with GI suspenders including GI bolts & nuts , fastners, supports etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(61.5.1) 100mm x 50mm x 1.6mm
75
567
42525
... More
(61.5.2) 150mm x 50mm x 1.6mm
75
692
51900
... More
(RUIDP 2023 / 63.5) Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(63.5.15 ) 25mm x 6mm G.I. ( Hot Dipped ) Strip
75
201
15075
... More
(63.5.16 ) 32mm x6mm G.I. ( Hot Dipped ) Strip
75
251
18825
... More
(RUIDP 2023 / 67.1) Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.1.1.5) 7 Mtr., Poles with Octagonal Cross Section
20
13481
269620
... More
(RUIDP 2023 / 67.2) Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.2.1) Single arm overhang
20
1936
38720
... More
(RUIDP 2023 / 67.8) Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . A) Excavation of Pit for Foundation Size upto required depth from Ground level B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete. C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete. E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal F) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations. G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face.
-
-
-
... More
(67.8.2) Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr.
20
8142
162840
... More
(RUIDP 2023 / 67.11) Providing & Fixing of IK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R number having efficiency more than 85 % and in compliance to BIS certified and Trade mark certificate. The System level Luminaire efficacy =125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @=300 V AC and Auto resetting Safety .Power Factor 0.95 , THD(I) 10% , driver current =750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min =4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI70 and CCT 5700K ±355K. Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.11.4 ) High Power LED Flood Light Minimum lumen output 10000 lm
10
4941
49410
... More
(RUIDP 2023 / 67.12) Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy =125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @=300 V AC and Auto resetting Safety , Power Factor 0.95 driver Efficiency 85% ,THD(I) 10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current 750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI 70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.12.5 ) LED Street Light fixture with Minimum lumen output 8700 lm
20
5993
119860
... More
(RUIDP 2023 / 67.18) Providing & Fixing of Street light bracket made out from following size of ' B ' class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.18.3) 32 mm Dia.
20
761
15220
... More
(RUIDP 2023 / 67.19) Providing & Fixing of IP - 65 protected impact resistant polycarbonate / Polysterene enclosures with knock out for cable entry/out including fixing with nut, bolt, fatner etc as required complete in all respect of following sizes.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.19.1 ) 180 x 180 x 91 mm
20
1535
30700
... More
(RUIDP 2023 / 73.15) Supplying and fixing cylindrical air vessel of continuous welded construction for pump room made of 450 mm dia,fabricated out of 10 mm thick dished ends and 8 mm thick MS sheet, 2000 mm in height with flanged connection, Provision for 25 mm dia drain valve,air release valve,safety valve pressure gauge as required accessories and painting with two coats of Red Oxide and two coat of post office red enamel paint including The tank shall be installed on suitable vertical legs. The legs shall be provided with M.S. Angle of size 75 mm x 75 mm x 5 mm at the bottom. The legs shall be grouted in cement concrete foundation. as required. ( Air Release valve, Drain valve, PRV, Pressure Gauge shall be Paid Extra ). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
1
41489
41489
... More
(RUIDP 2023 / 73.66) Supply & Fixing of CO2 type Fire Extinguisher conforming to
IS:15683:2018, charged with CO2 gas (purity 99.7% conforming to
IS 15222), Powder coated Internal & External Surface Manganese
steel ISI marked as per IS 7285 cylinder body , Wheel type Forged
brass release valve ISI Marked as per IS 3224 with Inbuilt safety
release device ((Fusible plug and Rupture Disc Type), 1.0 Mtr. Metal
wire braided hose having minimum bursting pressure of 140
Kgf/cm2, Horn with metallic thread connection, QR code for Product
Traceability, including Fixing on wall with suitable Anchor Fasteners
as required of following capacity. Test Certificates of all the
Parameters along with Hydro test & Burst test (For Cylinder Body)
Certificate from OEM / External NABL Accrediated Lab is to be
submitted. All as per pre approved by Engineer in-charge. For
additional technical parameters of products/ work , refer Annexure
"A" attached with this BSR .
-
-
-
... More
(73.66.2) Capacity 4.5 Kg.
7
8761
61327
... More
(PWD 2022(B-1)/ 1.9) Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available :
-
-
-
... More
(1.9.3) Hard rock(blasting prohibited) useful material 30%
1615.99
551
890412.07
... More
(PWD 2022 B-3/3.1) 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. (River Crossing)
-
-
-
... More
(3.1.4) M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
18.95
3847
72900.65
... More
(PWD 2022/ B-4) Providing and laying in position specified grade of cement concrete for 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 and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
-
-
-
... More
(4.1) Column footing
81.66
4934
402914.14
... More
(4.2) 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
20.73
5609
116257.74
... More
(4.6) Add extra for providing richer mixes respectively at all floor levels
-
-
-
... More
( 4.6.1) Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix.
20.73
69
1430.16
... More
( 4.2+4.6.2) M30grade Nominal Mix / Design Mix
22.6
5748
129908.54
... More
(4.9) Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
528.04
157
82902.28
... More
(4.1) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
-
-
-
... More
(4.10.2) Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
50
340
17000
... More
(4.10.3) Columns, pillars, posts and struts etc.
200.76
375
75285
... More
(4.13) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)
-
-
-
... More
(4.13.2) Hot rolled deformed bars (IS : 1139).
7365.73
77
567161.11
... More
(PWD 2022/ 9.2) 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:
157.73
81
12776.13
... More
(9.3) Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.
-
-
-
... More
(9.3.3) Electric resistance or induction butt welded tubes.
750
131
98250
... More
(Rates are approved by CE (U&NRW) PHED Jaipur vide letter No. 11611-614 dt. 6-12-2024) Operation and maintenance of Rising main, Distribution network, OHSR, Tubewell, Pumping Machinary etc. created under Amrut 2.0 of UWSS for a period of Five Years as per scope of work.
-
-
-
... More
Per year cost
-
-
-
... More
1st year
1
557730
557730
... More
2nd year
1
585617
585617
... More
3rd year
1
614898
614898
... More
4th year
1
645643
645643
... More
5th year
1
677925
677925
... More
Town-Sheoganj
-
-
-
... More
(Reff.of BSR) Particulars
-
-
-
... More
(PHED 2023-1.1) 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.
-
-
-
... More
(1.1.2) 100 mm
880
1464
1288320
... More
(1.1.3) 150 mm
2560
2082
5329920
... More
(1.1.4) 200 mm
3440
2554
8785760
... More
(1.1.5) 250 mm
1016
3307
3359912
... More
(1.1.6) 300 mm
1530
4221
6458130
... More
(1.1.7) 350 mm
12270
5140
63067800
... More
(1.3) 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).
-
-
-
... More
(1.3.2.1) Upto 300mm
966
158
152628
... More
(PHED 1.4) 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 Engineerin-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
-
-
-
... More
(1.4.1) HDPE PE-80 PN-6
-
-
-
... More
(1.4.1.3) 90 mm dia
19329
306
5914674
... More
(1.4.1.4) 110 mm dia
40060
463
18547780
... More
(PHED 1.5) 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 butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour 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 of pipe shall be in straight length in 6/12 M.
-
-
-
... More
(1.5.1) HDPE PE-80 PN-6
-
-
-
... More
(1.5.1.1) 125 mm dia
7430
664
4933520
... More
(1.5.1.2) 140 mm dia
5720
827
4730440
... More
(1.5.1.3) 160 mm dia
2428
1041
2527548
... More
(1.5.1.4) 180 mm dia
912
1308
1192896
... More
(1.5.1.5) 200 mm dia
486
1567
761562
... More
(1.5.1.6) 225 mm dia
133
1981
263473
... More
(PHED 1.6) Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, 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.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). 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.
-
-
-
... More
(1.6.3) Outer dia of pipe 323.9 mm and 5.6mm thickness
20
5148
102960
... More
(1.6.4) Outer dia of pipe 355.6 mm and Thickness 5.6 mm (For Jawal River Crossing, RWPH to Proposed WTP) Raw water 2 nos Duble track Railway line) (330+134=464)
479
5660
2711140
... More
(1.6.5.2) Outer dia of pipe 406.4 mm and 5mm thickness
15
5796
86940
... More
(1.6.6.2) Outer dia of pipe 457 mm and 5 mm thickness
10
6527
65270
... More
(1.6.7) Outer dia of pipe 508 mm and 5.6 mm thickness
10
8125
81250
... More
(1.9) Providing and applying Spray applied, 100% Solids (Solvent free) Two Component PU ( Polyurethane) coating as per AWWA C222 Standard on external surface of M.S. Pipe including preparation of pipe outer surface by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2 including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Minimum dry film thickness of coating shall be 1000 micron
604.63
852
515142.29
... More
(1.13) Providing and applying 100% Solids, Rigid, DTM Polyurethane lining to internal surface of M.S. Pipe as per AWWA C222 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water and minimum thickness of lining shall be 500 microns.
586
643
376796.78
... More
(1.15) 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.
-
-
-
... More
(1.15.1) MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet)
1500
126
189000
... More
(1.27) Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; 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 GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 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 PPR-C pipe with standard PPR fittings/ GI pipes 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.
-
-
-
... More
(1.27.1) For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
6292
1780
11199760
... More
(1.3) 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..
18876
200
3775200
... More
(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.
6342
44
279048
... More
(2.11) Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes
-
-
-
... More
(2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
20
2734
54680
... More
(2.11.3) 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m)
20
4473
89460
... More
(2.19) 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.
-
-
-
... More
(2.19.1) 3 core 4.0 Sq.mm
80
189
15120
... More
(2.2) Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
-
-
-
... More
(2.20.1) 10.0 Sq.mm, 4 core
60
196
11760
... More
(PHED 2023_2.39) Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 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.
-
-
-
... More
(2.39.1) All kind of soil
37.68
314
11831.52
... More
(2.39.2) Ordinary Rock
-
-
-
... More
(2.39.3) Hard Rock (Requiring blasting)
529.92
976
517201.92
... More
(2.41) Add extra over item No. 2.39.2-4 for every additional lift of 1.5 Mtr. or part thereof : In Ordinary rock and hard rock. (14.5 to 16 m)
176.64
670
118348.8
... More
(2.41) Add extra over item No. 2.39.2-4 for every additional lift of 1.5 Mtr. or part thereof : In Ordinary rock and hard rock. (16 to 17.5 m)
176.64
737
130183.68
... More
(2.41) Add extra over item No. 2.39.2-4 for every additional lift of 1.5 Mtr. or part thereof : In Ordinary rock and hard rock. (17 to 19 m)
176.64
804
142018.56
... More
(2.42) Add 20% extra over item No. 2.39 for excavation in saturated soil where pumping or baling out of water is required, including shoring strutting where required and dewatering.
529.92
195
103440.38
... More
(PHED 2.43) Labour charges for horizontal boring 100 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc. including all T&P required for job including dewatering arrangement.
525
626
328650
... More
(PHED 2023 (3.2)) Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -
-
-
-
... More
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, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR 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 edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall. e) Successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab.
-
-
-
... More
j) Providing and fixing water level indicator (float type). k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm p) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) 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. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
... More
(3.2.14) Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M
-
-
-
... More
(3.2.14.3) 200KL capacity
200000
21
4210000
... More
(3.2.14.4) 250KL capacity
250000
20
5130000
... More
(3.2.14.5) 300KL capacity
300000
20
6108000
... More
(3.4) 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: -
-
-
-
... More
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.
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.
-
-
-
... More
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.
-
-
-
... More
(3.4.3) Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2 & 3.
-
-
-
... More
(3.4.3.3) 700 KL capacity
700000
5
3654000
... More
(PHED 3.7) 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 and fixing 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
(3.7.1) 100 mm
84
2259
189756
... More
(3.7.2) 150 mm
122
3249
396378
... More
(3.7.3) 200 mm
198
4250
841500
... More
(3.7.5) 300 mm
10
7314
73140
... More
(3.7.6) 350 mm
20
8826
176520
... More
(3.7.9) 500 mm
20
14908
298160
... More
(PHED 2023-4.1) 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
32508.49
200
6501697
... More
(PHED 4.3) 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 .:
-
-
-
... More
(PHED 4.3.1) Ordinary rock
5822.09
365
2125064.22
... More
(PHED 4.5) 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.
6035.52
757
4568887.1
... More
(PHED 4.6) Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, 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 per technical specification and scope of work.
-
-
-
... More
(4.6.1) Bituminous courses
1327.48
416
552232.13
... More
(4.6.2) Granular courses
3318.7
296
982336
... More
(PHED 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.
2094
4678
9795732
... More
(PHED 4.8) 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
(4.8.1) M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
80
6120
489600
... More
(4.8.2) Plain cement concrete pavement of M-30 Grade
3058.81
6497
19873094.94
... More
(4.1) Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coil including excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work, but excluding the cost of pipe line.
1110
289
320790
... More
(PHED 4.11) Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department 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 for completion 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 requirement of Highway/Railway 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.
-
-
-
... More
(4.11.3) 500 mm Dia 8 mm thick casing pipe .
130
23569
3063970
... More
(5.2) Providing, installation, testing and commissioning of Mono block Vacuum pump set with base plate including C.C. foundation / cross channels / RSJ frame and foundation bolts etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge.
-
-
-
... More
(5.2.2) 2.2 KW (3 HP), (At Jawai RWPH)
2
56725
113450
... More
(5.2.2) 2.2 KW (3 HP), (At Existing CWPS Santosh Nagar)
2
56725
113450
... More
(5.6) Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer 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.
-
-
-
... More
(5.6.2) 1.5 KW (2.0 HP)
2
46501
93002
... More
(PHED 2023-5.7) Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions. Note: Duty condition of required pump shall also be mentioned in BoQ
-
-
-
... More
(PHED BSR 2023 Explore Rate) Discharge 71 to 80 LPS and head 10 M (Jawai Canal RWPS to Proposed WTP Badgaon)
2
242220
484440
... More
(5.7.16) Discharge 41 t0 50 LPS and head 31 to 40 M (CWPS Santosh Nagar to Tehsil, Dadavadi & ESRs enroute)
2
417667
835334
... More
(5.7.38) Discharge 71 to 80 LPS and head 41 to 50 M (CWPS at Pro. WTP badgaon to rudhrakash and Enroute ESRs , Santoshi Nagar CWR)
2
672571
1345142
... More
(PHED 6.1) 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.
-
-
-
... More
(6.1.1) Manually Operated CI Sluice valve of Class PN-1.0
-
-
-
... More
(6.1.1.2) 100 mm HW
18
8649
155682
... More
(6.1.1.3) 125 mm HW
7
11173
78211
... More
(6.1.1.4) 150 mm HW
3
13595
40785
... More
(6.1.1.5) 200 mm HW
2
22603
45206
... More
(6.1.1.6) 250 mm HW
2
35722
71444
... More
(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-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 316/410 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) Insertion 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-incharge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work
-
-
-
... More
(6.8.1) Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 Junction Valves
-
-
-
... More
(6.8.1.2) 100 mm dia
10
11554
115540
... More
(6.8.1.3) 125
1
17087
17087
... More
(6.8.1.4) 150 mm dia
19
19109
363071
... More
(6.8.1.5) 200 mm dia
24
29396
705504
... More
(6.8.1.6) 250 mm dia
4
48781
195124
... More
(6.8.1.7) 300 mm dia
6
62128
372768
... More
(6.8.1.8) 350 mm dia
9
116573
1049157
... More
(6.8.1.10) 450 mm dia
2
203807
407614
... More
(6.8.1.11) 500 mm dia
2
262134
524268
... More
(PHED 6.9) Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to 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.
-
-
-
... More
(6.9.1) Class PN 1.6, Manually Operated with Gear
-
-
-
... More
(6.9.1.3) 200 mm dia
2
59837
119674
... More
(6.9.1.4) 250 mm dia
2
66241
132482
... More
(6.9.1.5) 300 mm dia
2
74691
149382
... More
(PHED 6.12) Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 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, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to 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.
-
-
-
... More
(6.12.1) Class PN 1.6
-
-
-
... More
(6.12.1.5) 200 mm dia
2
36510
73020
... More
(6.12.1.6) 250 mm dia
2
55072
110144
... More
(6.12.1.7) 300 mm dia
2
77472
154944
... More
(PHED 6.13) Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended up to date) PN 1.6 ratings 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
-
-
-
... More
(6.13.1.2) 50 mm dia
26
13499
350974
... More
(6.15) Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications: Body- Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030, Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 410/ Gr 1.4021 Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 304,Nut- Bolts - SS, Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2. Insertion rubber of black EPDM 6mm thick ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied both inside and outside . Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge.
Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
... More
(6.15.1) Plunger Type Flow Control Valve
-
-
-
... More
(6.15.1.4) 150mm dia
5
450548
2252740
... More
(6.15.1.6) 250mm dia
1
645671
645671
... More
(PHED 6.17) Providing, lowering, laying, 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 Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
... More
(6.17.2) 100 mm dia.
23
3666
84318
... More
(6.17.3) 125 mm dia.
9
4792
43128
... More
(6.17.4) 150 mm dia.
33
5758
190014
... More
(6.17.5) 200 mm dia.
30
8564
256920
... More
(6.17.6) 250 mm dia.
7
11729
82103
... More
(6.17.7) 300 mm dia.
6
14024
84144
... More
(6.17.8) 350 mm dia.
9
18247
164223
... More
(6.17.11) 500 mm dia.
4
34191
136764
... More
(PHED 7.1.1) DOL STARTER 2.2 KW (3 HP)- : For 2 motors (1 W+ 1S) I/C - MCB 25A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G- MCB 16A ,TP, 10 KA, C Curve (2), Power Cont 9A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (4-6A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2)
3
49356
148068
... More
(7.2.4) STAR DELTA STARTER 15.0 KW (20.0 HP) : For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 100/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G- MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2)
1
99226
99226
... More
(8.1) Construction of Pump house of brick/ stone masonry 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.
(At Panchayat Samiti)
980
5820
5703600
... More
(8.3) 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 and fabrication with priming coat of red oxide and two coat of enamel paints.
488.89
121
59156.04
... More
(8.4) Construction of Pump house of RCC framed structure as per approved standard GA, structure, electrical drawing, scope of work and technical specification complete work in all respect including electrical works for indoor and outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc for Earth quake zone II and SBC equal to or more than 7 T/sqm.
Note: Standard drawings can be viewed on website https://pheddms.rajasthan.gov.in/private/public/dms_document.aspx.
-
-
-
... More
(8.4.2) Type II ( 111.34 Sqm)
1
2765720
2765720
... More
(9.1) Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, 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 per direction of Engineer-in-Charge.
-
-
-
... More
(9.1.1.) For Class-AA loading
-
-
-
... More
(9.1.1.2) Sluice valve chamber of size 1.17m x 0.95m x1.47m for pipe size-from 125-to-150mm
23
40900
940700
... More
(9.1.1.3) Sluice valve chamber of size 1.26m x1.185m x1.88m for pipe size-from 200-to-300mm
21
52300
1098300
... More
(9.1.1.4) Sluice valve chamber of size 1.39m x1.43m x2.245m for pipe size-from 350-to-450mm
10
65300
653000
... More
(9.1.1.1) Sluice valve chamber of size 1.13 m x0.85 m x1.325 m- for pipe size-up to 100 mm
21
36700
770700
... More
(9.1.2) For Class-A loading
-
-
-
... More
(9.1.2.1) Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm
8
29800
238400
... More
(9.1.2.2) Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm
14
33500
469000
... More
(9.1.3.3) Sluice valve chamber of size1.26m x1.185m x1.76m for pipe size-from 200-to-300mm
20
43500
870000
... More
(PHED 9.5) 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.
-
-
-
... More
(9.5.1) Air valve pillar for air valves size of 80mm dia
18
19800
356400
... More
(PHED 2023-10.1) Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation 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 5 years 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.
-
-
-
... More
(10.1.1) Solar panels up to 10 KW at a single location.
10000
60
600000
... More
(10.1.2) Solar panels more than 10 KW and up to 50 KW at a single location.
20000
57
1140000
... More
(11.1) SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection etc. complete in all respect as per technical specification and direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
-
-
-
... More
(11.1.5) EFM 150 mm
6
139687
838122
... More
(11.1.6) EFM 200 mm
2
141972
283944
... More
(11.1.7) EFM 250 mm
2
177439
354878
... More
(11.1.8) EFM 300 mm
2
219283
438566
... More
(PHED 11.3) SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.
-
-
-
... More
(11.3.2) BFM100 mm
1
15496
15496
... More
(11.3.3) BFM 125 mm
1
21528
21528
... More
(11.3.4) BFM 150 mm
6
24022
144132
... More
(11.3.5) BFM 200 mm
8
30414
243312
... More
(11.5) SITC of Ultrasonic Level Transmitter suitable for measuring water level in reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %, as per detailed Technical specification, scope of work and direction of Engineer in charge.
-
-
-
... More
(11.5.1) Measuring range 0.0 to 6.0 mtr
8
119106
952848
... More
(PHED 13.2) Design, construction, testing and commissioning of Rapid Gravity Filter Treatment Plant including all relevant civil, electrical , mechanical ,instrumentation, automization and SCADA works, chemical building and stores along with ancillary civil works as defined in scope of work, technical specification and provisions of CPHEEO manuals for the following capacity .
-
-
-
... More
(13.2.1) Cost of 200 KLH
1
26600000
26600000
... More
(13.2.2) Add per KLH above 200 KLH and up to 500 KLH
100
112200
11220000
... More
(RUIDP 2023 7.1) GSB Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
-
-
-
... More
(7.1.1) Grading - I Material
1991.22
1376
2739918.72
... More
(RUIDP 7.5) WBM Grading 1 Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete.
-
-
-
... More
(7.5.3) Crusher broken - Grade-II (63-45mm)
1991.22
1915
3813186.3
... More
(RUIDP 8.1) Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
13810.46
33
465412.38
... More
(RUIDP 8.2) Extra for additional bitumen emulsion used in above item for every 1 kg per 10 sqm
13810.46
5
74576.46
... More
(Ruidp 8.8) Providing and laying 50-75 mm compacted thick design mix (approved by Engineer) Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-9, 500-10 with bitumen binder set (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) for base/ binder course including loading of material with F.E. loader, heating and mixing of stone aggregate, filler and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control as per clause 504.3.5 to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 507 of MoRT&H specification but excluding primer/tack coat, including all material, labour, machinery, lighting, guarding and maintenance of diversion.
-
-
-
... More
( ) Grade-II with Bitumen VG-grade 30 @ 4.25 %, lime filler @ 2% (percent by weight of total mix)
67.96
7530
511714.97
... More
(Ruidp 8.9) Providing laying and consolidation Semi Dense Bituminous Concrete, as per Design Mix (approved by Engineer), on prepared surface with specified graded crushed aggregates as per table 500-15 for wearing coarse including loading of material with F.E. loader, hot mixing of stone aggregate, filler and bitumen (including Cost of anti-stripping compound Minimum 1% in Lime/Cement as per design wherever required) heating and mixing in in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting by power rollers and vibratory rollers or 150 to 250 KN pneumatic tyred roller with TP = 0.7 Mpa, to achieve the desired density (approximately 2.3 tonne/cum) complete as per clause 508 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding primer/tack coat.
-
-
-
... More
(8.9.3) 25-30 mm compacted thickness (Grade-2) using Bitumen VG-grade 30 @ 5% (percent by weight of total mix)
40.42
8740
353307.98
... More
(RUIDP 8.12.1) Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
-
-
-
... More
(8.12.1) With Bitumen VG-grade 30
11115.51
119
1322745.24
... More
(RUIDP 8.14) SEAL COAT ;-Providing and applying liquid seal coat type "A" comprising of a layer of bituminous binder @ 9.8 kg/ 10 Sqm (including Cost of anti stripping compound Minimum 1% in Lime/Cement as per design wherever required) followed by a cover of stone chipping @ 0.09 cum/10 sqm of specified grading and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
-
-
-
... More
(8.14.1) With Bitumen VG-grade 30
11115.51
69
766969.93
... More
(18.1) Supply, installation and commissioning of Mono Rail Single Girder Crane suitable for lift up to 9m with chain 9m pulley block and traveling trolley excluding cost of girder complete in all respect as per the direction of the Engineer.
-
-
-
... More
(18.10.1) 1 MT Capacity
1
31900
31900
... More
(RUIDP SOR 2023 19.61) Providing, lowering, laying, aligning, fixing in position CI Foot valves in pipe line as per IS:4038-1986 (amended upto date) suitable for potable water at all level/ depth including all material, labour hydraulic testing and commissioning as per technical specifications and as per direction of Engineer for following sizes:
-
-
-
... More
(19.61.8) 350 mm dia
2
45800
91600
... More
(19.61.9) 400 mm dia
2
59400
118800
... More
(39.1) Fine dressing the ground.
200
3
690
... More
(39.4) Supply at site of work well decayed farm yard manure, from any available source, approved by the engineer in charge including screening and stacking.
15
698
10470
... More
(39.9) Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
200
4
900
... More
(39.11) Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farm- yard manure or/and good earth to be paid for separately).
15
47
717
... More
(39.12) Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed.
-
-
-
... More
(39.12.1) In rows 15 cm apart in either direction
200
37
7460
... More
(39.32) Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres.
200
40
8140
... More
(39.45) Supply and planting following species best quality container grown healthy trees of 3 mt. min. height, well established & free from disease at site in 1.20 m dia holes, 1.20 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
-
-
-
... More
(39.45.2) Gulmhar, Neem, Neelli Gulmohar, Bottle Brush, Mango etc
80
1522
121760
... More
(42.36) Pipe Ear thing as per IS: 3043 with perforated 3.0 Mtr. Long, 40 mm dia. ‘B’ class G.I. 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 300 mm and embodying the pipe complete with alternate layers salt and coke/charcoal, testing of earth resistance as required.
4
1961
7844
... More
(42.37) Plate Earthling as per IS:3043 with copper Earth plate of size 600mm x 600 mm x 3.0mm by embodying 3 to 4 mtr. Below the ground level with 25 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.
8
8534
68272
... More
(42.38) S & Laying following size ‘B’ Class G.I. Pipe confirming to IS: 1239 P-1 (1990) with accessories for laying earth conductor/ strip/ cable in ground/ surface/ recess as required.
-
-
-
... More
(42.38.1 ) 50 mm dia.
30
426
12780
... More
(42.49) Supplying and drawing PVC insulated & sheathed solid/ stranded copper conductor multi core control cable ISI marked (IS:1554) of 1.1 kV grade of approved make as per chapter E11,in existing surface or recessed conduit/ casing capping including making connections etc. as required.
-
-
-
... More
(42.49.2.2 ) 4 core, 1.5 sq. mm. armoured
530
87
46110
... More
(42.49.2.2 ) 4 CORE, 1.5 sq. mm. armoured
300
87
26100
... More
(42.49.2.4) 8 core, 1.5 sq. mm. armoured
400
136
54400
... More
(42.49.2.6) 12 CORE, 1.5 sq. mm. armoured
150
167
25050
... More
(42.49.4.4) 8 core, 2.5 sq. mm. armoured
400
193
77200
... More
(43.1) Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material of sensor and other wetted parts: SS type 316, Housing: Die cast aluminum, Switch type: Microswitch, Repeatability: ± 1% of span, Switch Contacts: 2 NO + 2 NC
4
7848
31392
... More
(43.7) Providing, Installation, Testing and Commissioning of Pressure Transmitter : Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 "NPT (M) / Accuracy: 0.15% Protection: IP67
8
23238
185904
... More
(43.9) Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum
4
3098
12392
... More
(43.12) Providing, Installation, Testing and Commissioning of Ultrasonic Level Transmitter : Principle : Time of Flight / Sensor MOC PP / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66/ Accuracy ±1%
-
-
-
... More
(43.12.1) 0 - 5 Mtr.
3
74741
224223
... More
(43.13) Providing, installation, testing and commissioning of Level Switch ( Conductivity) Conductivity Probes, Probe insulation: Teflon, Probe head protection class: IP 65 of IS 13947 Part I, Probe head housing material: Aluminum
-
-
-
... More
(43.13.1) Rigid for lengths of up to 3 Mtr.
3
37370
112110
... More
(43.14) Providing, installation, testing and commissioning of Capacitance Level Transmitter for tank /sump level Accuracy: ±1.5 % of span, Probe type: Rod, Probe material: SS type 316, Weather Protection Class: IP 65 of IS 13947 Part I, Output: 4-20 mA DC (Isolated), Material of wetted parts: SS 316, Probe insulation material: Teflon, Stilling pipe: SS type 316 with perforations
3
84083
252249
... More
(43.23) Providing, installation, testing and commissioning of ONLINE UPS SYSTEM, Single Phase 230 V, 50 Hz with 2 hour backup SMF battery bank as per specification
-
-
-
... More
(43.23.1) 1 KVA
2
52592
105184
... More
(RUIDP 2023 43.28) Supply, Installation, testing and commissioning of Battery powered Electromagnetic flow meters with GSM/GPRS based with an accuracy of ± 1% of measured value, ingress protection Electronics IP 66 and flow tube IP 68, MOC: lining Neoprene rubber/Hard rubber/PTFE, Flange - SS316/SS304/MS/CS, Electrode - SS 316/Hastalloy, Coil Housing - SS, battery life of min. 5 years, LCD display 5 digit for instantaneous flow and 9 digit for Totalized flow as per technical specifications of following sizes:(DMA) & EX. ESR CWR
-
-
-
... More
(44.6) 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.
-
-
-
... More
(44.6.2) 30KW
2
109242
218484
... More
(44.6.6) 75KW
2
183890
367780
... More
(47.1) Design, Manufacture, Supply, Installation, Testing and Commissioning of Indoor type PLC Panel of size approx. 800 mm X 500 mm X 2000mm (LBH) , Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following: DI 30 No. DO 26 No. AI 6 No. AO 2 No. MCB 16A DP 2 No. MCB 6A DP 6 No. SMPS 100-240VAC/ 4.5A / 24 VDC 1 No. Selector Switch (Auto/Manual) & Local / Remote 2 No. Control Relays 1 Lot Annunciator with 24 Windows NO to NC Type Microprocessor Based, Window Size 75*42mm, 110VAC, with 1 No. Electronic Hooter 1 No. Control Transformer 200VA 1 No. Emergency STOP Push Button 1 No. Panel Cooling Fan & Filter 2 No. Panel Light with Door Switch, 7W 1 No. Control Indication Lamp for 24VDC, 220VAC 3 No. Push Button 3 No. Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc 1 Lot Panel Hardware, lugs, terminations, ferruls, name plate Ect. 1 Lot UTILITY SOCKET 16A, 3 PIN 2 No. HMI Display 10 Inch, Colour 1 No. Isolators Dual Output, 24VDC 1 Lot
2
647272
1294544
... More
(55.1) Providing & Fixing of 240/415 V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load and site requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting of class 3 as per IEC, minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted in existing distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above rating including making connections, testing etc. as required. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test reports & All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
... More
(55.1.2.2 ) Double pole MCB(With B/C curve tripping Characteristics) , 6 A to 32 A rating
8
580
4640
... More
(55.1.3.2) Triple pole MCB (With B/C curve trippingCharacteristics), 6 A to 32 A rating
8
933
7464
... More
(55.1.4.2 ) Four pole MCB (With B/C curve tripping Characteristics), 6 A to 32 A rating
8
1254
10032
... More
(57.1) SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalised cubical panel as specifications and Other parameters required as per point (a) ,(b), (c),(d, (e), (f), (g), (h) as below:- (a)Thickness of CRCA sheet shall be 2.0 mm, cable alley compartments having concealed hinged type doors with key type lock with / without detachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided (b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting, pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel. The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire. [c) nterconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar (63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only. All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar / Flexible wire for Interconnection between Main connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging. (f)Floor mounted panel shall be mounted on Base frame of ISMC channel size 100 x 50 x 5 mm ( to be paid Extra ) (g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out. (h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
busbar and Switchgear is to be Paid Extra ) (d)Wiring between components within switchgear and Incoming / outgoing cable shall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram. (e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee
30
6124
183720
... More
(57.2) Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar by means of SMC / DMC type insulator with standard short circuit withstand capacity , high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.2.1) Electrolytic grade Aluminium bus bar 6010 grade
20
556
11120
... More
(57.3) Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type (up to 500) V range Volt meter / Direct- Ammeter / CT oertated ammeter/ Frequency meter / KWH meter / Multi Function Meter / Power analyzer of class 1 accuracy as per IS : 1248 of size 96mm x 96 mm including making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.3.3) Three phase Ammeter with Inbuilt Selector Switch
2
1731
3462
... More
(57.3.4) Three phase Voltmeter with Inbuilt Selector Switch
2
1731
3462
... More
(57.3.10) Three phase with universal Auxiliary supply + AMP + HZ + PF + KW + KVA + KVAR + KVARH + KWH + DUAL ENERGY+ ENERGY+THD-I, THD-V & RUN HRS + MD with RS485
2
6429
12858
... More
(57.4) Providing & Fixing of BIS approved Current Transformer as per PWD specification for electrical Works ,ISI marked as per IS 2705-1992/ conforming to IEC 60044-1, with secondary terminal of CT shall be brought out suitable to a terminal block which shall be easier accessible for testing and terminal connection , with all necessary support in existing panel including connection etc. as required Current transformer Ring Type Tape Wound/Resin Cast Wound as per IS 16227 with, Accuracy Cl, CT ratio and burden as specified. ISF=5, Cu cross section of secondary wire 1.5sqmm (minimum), including all necessary support in existing panel including connection etc. as required . All as per pre approved by Engineer in-charge.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.4.2) Resin cast wound type CT
-
-
-
... More
(57.4.2.2) C T Class 1, Ratio 200/5 to 300/5, Burden 10 VA
12
1345
16140
... More
(57.7) Providing & Fixing of Cam operated rotary (Auto/manual) switches on existing panel with 2 way and off position using high grade engineering material to international standards with cam assembly insulation of glass filled polyamide with high tracking index. For reliable and stable electrical and mechanical endurance double butt contacts with silver bi-metal on copper should provided contact assembly is of operating temp range -25 degree C to 55 degree C, frequency upto 10 KHz. switch life under std. op. conditions shall be mechanically minimum 50000 operations @300 cycles/ hour and electrically 10,000 operations at 100% rated duty for 100 cycles/ hour including making connection etc. as required . All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.7.1 ) 10 AMP
10
372
3720
... More
(57.8) Providing & Fixing of 110/220 V, unibody LED Indicating lamp IEC 60947 with integral circuit, IP 65 above panel & IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDC including connection etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.8.1) Red/yellow/Green colour
24
174
4176
... More
(57.8.1) Blue / white Colour
12
267
3204
... More
(57.9) Providing & Fixing of flush head push button actuators IEC 60947 with integral circuit, IP 65 above panel & IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min. 29 mm, contact material phospher bronze for Led, PCB contacts shall be of brass (tin plated), impulse dielectric tested for 2.5 KV, including connection etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR
-
-
-
... More
(57.9.1 ) Non luminous type
14
168
2352
... More
(57.1) Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 / 2006 with one side anti skid abberation marks and pasting the mat with synthetic rubber adhesive as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.10.2) 11 KV, Class B 2.5 mm thick with proof voltage 22 KV AC (rms) and Break Down Voltage 45 KV AC (rms)
30
2094
62820
... More
(57.11) Providing & Fixing of self healing IP20 MPP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 OR IEC : 60831-1& 2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz, Operating loss less than 0.30 Watt per KVAR. Min over current capacity 1.8 times rated current & peak inrush current min. 300 times of rated current, llife expectancy greater than 100000hrs (temp class - 25 D) in 440 V/480 V Capacitor and for 525 V should life expectancy minimum 1,65,000 hrs (temp class - 25 D) including making connections, testing etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.11.1) Heavy duty Three phase 440 V, 50 Hz cylindrical type capacitor (Bank)
98
383
37534
... More
(57.13) Providing & Fixing of IP54 microprocessor based 3 CT’s for all 3 phase sensing compensation power factor correction relay Size 139mm x 139 mm, Operating Voltage 415/440 V , IEC / EN 61000-6-(2&4) having 3 CT sensing, sensitivity up to 50 milli amp secondary current , self analysing auto c/k setting according to targeted power factor setting, the relay shall have digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, communication interface with RS 485, indication of switching on units, auto/manual status, and shall have over load protection, no volt release , having multi parameter like KW, KVA, KVAR, RMS Value, step switching time 2 sec to 1800 sec. Lead & Lag parameters, metering facility and 3 no. Class- 0.5 Cast Resin CT ( refer CT specs in this chapter )for sensing the relay including making coonection with 1.5 Sq.mm copper wire etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.13.1) 6 to 8 stage
1
15370
15370
... More
(57.15) Providing & Fixing of 440 Volt 3 pole capacitor (AC 6 B ) duty contactor with 3 no. early make and post break auxiliary contacts in series with quick discharge damping resistors/ reactors to limit the inrush current as per PWD specification for electrical Works, IS/IEC 60947-4-1 : 2000, insulation voltage 1000V, impulse withstand voltage 8 KV,Din rail mounting type including making connections, testing etc. as required. suitable for following capacity capacitor bank. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(57.15.1) up to 6 KVAR
2
1858
3716
... More
(57.15.2) 8.5 KVAR
3
2180
6540
... More
(57.15.3) 10 KVAR
4
2334
9336
... More
(57.15.6) 20 KVAR
3
3606
10818
... More
(58.3) SITC of 3 /4 pole current limiting Moulded case circuit breaker (MCCB) made of flame retardent & heat resistant material having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2 :2003 with front face and centralised adjustable, trip free mechanisum, true contact position indicator, line load interchangeability, designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree, pollution degree 3, having positive isolation capability, push (test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% ICU. U imp =8 KV, rated insulation voltage 690 V. provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connections etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in-charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
... More
(58.3.3.2) up to 100 Amp , 25 kA, adjustable O/L & adjustable S/C setting,
4
7290
29160
... More
(58.3.3.9) 630 Amp , 50 kA, adjustable O/L & adjustable S/C setting,
2
35376
70752
... More
(58.4.3) Extended Rotary Handle
2
2781
5562
... More
(58.4.5) Mechanical Interlocking kit
1
7117
7117
... More
(58.4.11) Auxiliary + Trip alarm contact
2
1675
3350
... More
(58.4.20) Spreaders for 630A, 4Pole MCCB
4
3513
14052
... More
(60.2) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity 99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
... More
(60.2.1.2 ) 4.0 SQMM, 3 CORE
800
126
100800
... More
(60.2.4.2) 16 SQMM, 3 CORE
150
198
29700
... More
(60.2.6.2) 35 SQMM, 3 CORE
300
326
97800
... More
(60.2.7.3) 50 SQMM, 3.5 CORE
100
468
46800
... More
(60.2.9.2) 95 SQMM, 3 CORE
150
784
117600
... More
(60.2.10.2) 120 SQMM, 3.5 CORE
200
969
193800
... More
(61.5) Supply, Fabricating & installing following sizes of perforated Hot dipped Galvanized iron cable tray ( Galvanized thickness not less then 50 microns) with perforation not more then 17.5% in convenient section including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with GI suspenders including GI bolts & nuts , fastners, supports etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(61.5.1) 100mm x 50mm x 1.6mm
75
567
42525
... More
(61.5.2) 150mm x 50mm x 1.6mm
75
692
51900
... More
(62.1) Providing & Laying XLPE insulated three core Armoured Aluminium cable for working voltage 11 K.V.(E) confirming IS :7098 P - 2 with H4- Grade electrolytic aluminium conductor confirming to IS: 8130 class-2 of purity 99.6 %, Insulation Screening: Extruded Semiconducting Compound followed by helically wrapped Copper Tape, round / flat strip armouring of cables , Inner / outer sheath PVC type ST-2 confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810 All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(62.1.1) 3 core 95.0 Sq.mm
50
1319
65950
... More
(62.7) Providing & making heat shrinkable type indoor/outdoor/straight through terminations/ joint kit suitable for 11 KV / 33 KV (Earthed) cable with required components, prepration of cable ends. Type test report should be as per IS13573:2011 which covered all sequence for table 2 for termination kit and table 3 for streight through joint inclusive thermal & dynamic short circuit test, humidity test, soil fog test. Cross linking shall be done out side factory with E- beam/ peroxide technology. Extrusion process shall be in house OEM within same vicinity. including testing etc. as required of following sizes. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(62.7.1) 11 KV End termination Kit Indoor type
-
-
-
... More
(62.7.1.2 ) 3 core 50/70/95 Sq.mm
4
4932
19728
... More
(62.7.2) 11 KV End termination Kit Outdoor type
-
-
-
... More
(62.7.2.2) 3 core 50/70/95 Sq.mm
4
7217
28868
... More
(63.5) Supply & Laying following size earth strip in horizontal or vertical run in surface by means of Earth strip DMC Insulator including riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(63.5.15 ) 25mm x 6mm G.I. ( Hot Dipped ) Strip
130
201
26130
... More
(63.5.16 ) 32mm x6mm G.I. ( Hot Dipped ) Strip
100
251
25100
... More
(67.1) Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.1.1.5) 7 Mtr., Poles with Octagonal Cross Section
4
13481
53924
... More
(67.2) Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.2.1) Single arm overhang
4
1936
7744
... More
(67.8) Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . A) Excavation of Pit for Foundation Size upto required depth from Ground level B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete. C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete. E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal F) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations. G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face.
-
-
-
... More
(67.8.2) Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr.
4
8142
32568
... More
(67.12) Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum material with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass cover and secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy =125 lm/ wt and potted driver & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @=300 V AC and Auto resetting Safety , Power Factor 0.95 driver Efficiency 85% ,THD(I) 10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current 750mA. The luminaire shall be BIS certified and Trade mark certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI 70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.12.5 ) LED Street Light fixture with Minimum lumen output 8700 lm
8
5993
47944
... More
(67.18) Providing & Fixing of Street light bracket made out from following size of ' B ' class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.18.3) 32 mm Dia.
8
761
6088
... More
(67.19) Providing & Fixing of IP - 65 protected impact resistant polycarbonate / Polysterene enclosures with knock out for cable entry/out including fixing with nut, bolt, fatner etc as required complete in all respect of following sizes.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(67.19.1 ) 180 x 180 x 91 mm
8
1535
12280
... More
(72.2) SITC of star rated Aluminium wound distribution Transformer of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star - 1 & BIS approved as per IS 2026- 1977 & losses as defined as per 2014 (Fourth Revision) Level-1 . including standard accessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C upto 200 KVA & 40-45 degree C for above 200 KVA, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect . The Transformer shall be subjected to routine factory tests (as per IS:2026 and IS:1180) including testing from CTL of discom before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, (CTL testing charges and Electrical Inspection charges shall be reimbursed by the department to the contractor). All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
(72.2.5) 250 KVA with Off -LTC (+5% to - 10% @ 2.5%)
2
438040
876080
... More
(72.4) Supply & Installation of D.P. Structure With AIR BREAK SWITCH having following specifications A, B, C, D, E. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . A) Double pole structure on 2 no ISMB ( I beam ) of size 150 x 75 mm, 10 mtr length using 7 no MS channel each of size 100 mm x 50 mm x 2500 mm complete in all respect with nuts, springs washers, clamps as required. B) Off load type gang operated 3-pole vertical flute type switch suitable for 11KV ; 400A ,3-ø, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assembly of 9 nos pin insulator ,GI pipe of suitable length for operation. C) 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators D) 3 piece non linear resistor type. lighting arrestor of approved make suitable for 3 wire, 11kv Overhead line with rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required. E) 3 no 11kv ACSR conductors mounted on pin type insularors as required. 6.GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’
2
104718
209436
... More
(72.16) SITC of HT metering cubical panel as approved By DISCOMs fabricated out of 18 SWG CRCA sheet steel in two compartment & MS angle of size 60mmX 6mm having provision for Following: (i)Provision for fixing Trivector / Import - Export Meter (To be supplied by DISCOMs) (ii)Provision for fixing of combined CT PT Set with Copper strip for Connection (To be supplied by DISCOMs), (iii)Test terminal Block, (iv) 6mm thick Bakelite sheet on all sides, (V) 3/6 corex 1.5 / 2.5 Sq.mm copper cable for interconnections, etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
1
32852
32852
... More
(PWD B-1/1.8) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
46.3
178
8241.4
... More
(PWD B-3/3.1.1) 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. (River Crossing)
-
-
-
... More
(PWD B-3/3.1.1) M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
254.69
4915
1251808.11
... More
(PWD B-3/3.1.4) M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
6.47
3847
24890.09
... More
(3.1.4) M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
0.75
3847
2877.56
... More
(B-4/4.1) Providing and laying in position specified grade of cement concrete for 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 and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
-
-
-
... More
(B-4/4.1) Column footing
11.66
4934
57530.44
... More
(B-4/4.2) 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
4.05
5609
22716.45
... More
(B-4/4.3) 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 Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.
M20 grade Nominal Mix / Design Mix
17.47
5185
90558.1
... More
(B-4/4.6) Add extra for providing richer mixes respectively at all floor levels
-
-
-
... More
(PWD B-4/ 4.6.1) Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix.
32.46
69
2239.74
... More
(PWD B-4/-4.9) Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
1075.92
157
168919.44
... More
(4.1) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
-
-
-
... More
(4.10.2) Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
102.43
340
34826.2
... More
(4.10.2) Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
4.5
340
1530
... More
(4.10.3) Columns, pillars, posts and struts etc.
59.36
375
22260
... More
(4.13) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)
-
-
-
... More
(4.13.2) Hot rolled deformed bars (IS : 1139).
56.16
77
4324.24
... More
(B4/4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)
3345.28
77
257586.56
... More
(B-5/5.1.2) Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement mortar 1 : 6 (1 cement : 6 coarse sand)
4.08
4263
17413.5
... More
(B-5/5.2) Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
-
-
-
... More
(5.2.2) Cement mortar 1 : 6 (1 cement : 6 coarse sand)
29.85
4990
148951.5
... More
(5.8.2) Cement mortar 1 : 4 (1 cement : 4 coarse sand)
17.05
553
9428.65
... More
(5.1) Brick work in partition in super structure upto five storey 7cm. thick (brick on edges) using bricks of class designation 75 in :
-
-
-
... More
(5.10.2) Cement mortar 1 : 4 (1 cement : 4 coarse sand)
6
377
2262
... More
(PWD B-6/6.1) Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:
-
-
-
... More
(PWD B-6/6.1.6) Cement Mortar 1:6 ( 1-Cement : 6-Sand).
17.72
2838
50289.36
... More
(B-7/7.12) Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).
20.25
674
13648.5
... More
(B-9/9.1) Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete. ( ISMB for Mono rail 200)
193.8
72
13953.6
... More
(PWD B-9/ 9.8) Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
706.3
96
67804.8
... More
(9.8) Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide ( Door window Fram)
100
96
9600
... More
(9.12) Providing and fixing 1mm thick M.S. sheet garrage door shutters with frame of 40 x 40 x 6mm. angle iron 3mm M.S. gusset plates at the junction and corners including all fittings and applying a coat of approved steel primer : (Excluding cost of frames)
-
-
-
... More
(9.12.1) Using M.S. angles 40 x 40 x 6mm for diagonal braces.
4
3141
12564
... More
(9.17) Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint
3.8
2869
10902.2
... More
(9.19) Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :
-
-
-
... More
(9.19.4) Partly fixed and partly openable [ fixed area not to exceed 33%]
11.52
3090
35596.8
... More
(B-11/11.4) Providing and fixing 50mm thick cement concrete flooring with Metallic concrete hardener topping, under layer of 38mm thick cement concrete 1:2:4 (1-cement : 2-coarse sand : 4-graded stone aggregate 20mm thick nominal size) and top layer of 12mm thick metallic concrete hardener consisting of mix 1:2 (1 cement : 2 stone aggregate, 6mm nominal size) by volume & mixed with metallic hardening compound of approved quality @ 2Kg./Sqm including cement slurry, rounding off edges etc. but excluding the cost of nosing of step etc. complete.
24
453
10872
... More
(11.18) Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)
-
-
-
... More
(11.18.1) For area of each slab from 901 to 2000 Sq.Cm :
42.25
950
40137.5
... More
(B-12/12.2) Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish :
-
-
-
... More
(12.2.3) 12mm thick .
35.52
163
5789.76
... More
(B-12/12.3) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :
-
-
-
... More
(12.3.2) 20mm thick.
382.63
190
72699.7
... More
(12.36) Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.
223.35
53
11837.55
... More
(12.41) Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
-
-
-
... More
(12.41.1) New work (Two or more coats applied @ 3.84 kg/10 sqm).
159.28
53
8441.84
... More
(PWD 2022- G-4/ 4.1) CARRIAGE OF MATERIALS-Earth, Sand, Lime, Morrum manure or sludge
-
-
-
... More
Lead up to 2 Km
1009.16
89
89815.11
... More
(S-1.1) P. & F Squatting Pan (Indian type) white glazed vitreous china 1st quality W.C. Pan (IS : 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor (excluding the pair of foot rest.)
-
-
-
... More
(1.1.2) Size 510 mm
1
1069
1069
... More
(S-1.2) P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball (IS: 1703 mark) complete including cutting and making good the wall:
-
-
-
... More
(1.20.1) WVC with C.P. brass bend.
1
2483
2483
... More
(S-1.22) P & F Flush Pipe of approved make with complete fittings for high level flushing cistern:
-
-
-
... More
(1.22.1) G.I. `B` class (Concealed) 25mm.
1
439
439
... More
(S-1.36) P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall :
-
-
-
... More
(1.36.2) Size 510 mm x 400 mm
1
2408
2408
... More
(S-1.44) P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers.
-
-
-
... More
(1.44.1) Size 600 x 450mm x 4 mm thick
1
575
575
... More
(1.47) P & F Towel Rail or Ring of approved quality/make:
-
-
-
... More
(1.47.6) Synthetic Material(PTMT) of approved quality/make size 675 x90 x 75mm
1
165
165
... More
(_S-1.59) P & F Jet spray for water closet with C.P. Copper Tube flange of approved make.
1
381
381
... More
(S-2/2.2) P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. (for 1 RWPHs Vaccum Pump) & 1 CWPS
-
-
-
... More
(2.2.1) 15mm dia nominal bore (Class B)
30
190
5700
... More
(2.2.4 ) 32mm dia nominal bore (Class B)
30
342
10260
... More
(S-2.6) P & F Pilllar Cocks (IS :8931 : 1993 Mark) of superior quality and approved make:
-
-
-
... More
(2.6.1) C.P. Pillar cock, 15 mm dia nominal bore
2
779
1558
... More
(S-2.7) P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:
-
-
-
... More
(2.7.3) C.P. Brass bib cock,15mm nominal bore.
2
590
1180
... More
(2.7.4) (-do-) Long body, 15mm nominal bore weight not less than 690 gm
2
783
1566
... More
(S-2.8) P & F Stop Cock (IS :8931 Mark), superior quality & of approved make:
-
-
-
... More
(2.8.1) Brass 400 gm. 15mm nominal bore.
2
319
638
... More
(2.8.3) (-do-) 1350gm. 25 mm nominal bore.
1
729
729
... More
(2.11) P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete :
-
-
-
... More
(2.11.1) Brass wt. Not less than 300 gm,15mm.
1
314
314
... More
(S-2/2.15) P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :(for 1 RWPHs Vaccum Pump) & 1 CWPS
-
-
-
... More
(2.15.1) Gun-metal 15mm nominal bore.
6
227
1362
... More
(PWD 2022- S 2.15.3) P&F Full-way Valve (IS:778Mark) or wheel valve of approved make :
-
-
-
... More
(S-2.26) P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:
-
-
-
... More
(PWD 2.26.1) 200 Litres capacity (For Bleaching mixing)
-
-
-
... More
(2.26.3) 500 (-do-)
1
3920
3920
... More
(S-2.38) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)
-
-
-
... More
(2.38.1) 15 mm nominal size
100
279
27900
... More
(2.38.3) 25 mm nominal size
20
376
7520
... More
(S-2.39) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.
(External work).
-
-
-
... More
(2.39.1) 15 mm nominal size
20
167
3340
... More
(S-3.16) P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.
-
-
-
... More
(3.16.2) 75 mm dia
24
177
4248
... More
(3.16.3) 110 mm dia
30
282
8460
... More
(3.17.1) Coupler (socket)
-
-
-
... More
((i)) 75mm dia
3
87
261
... More
((ii)) 110mm dia
3
108
324
... More
(3.17.3) Plain Tee
-
-
-
... More
((i)) 75mm dia
1
114
114
... More
((ii)) 110mm dia
2
187
374
... More
(S-3.5) P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type.
-
-
-
... More
(3.5.1) Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm.
1
1150
1150
... More
(S-3.6) P & F S.W. Master Trap (Inter-cepting) `A` grade (I.S.: 651 marked) of approved quality/make
-
-
-
... More
(3.6.1) 100mm dia
1
344
344
... More
(3.12) P & F Sand –cast Floor Trap (Nahni) of (IS:1729 mark) of approved quality/make with socket down or hinged grating including cutting and making good the floor.
-
-
-
... More
(3.12.1) Size 100 x 100mm
1
832
832
... More
(S-3.16) P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.
-
-
-
... More
(3.16.4) 160 mm dia
100
463
46300
... More
(3.17) P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:
-
-
-
... More
(S-3.17.9) Bend 87 .5
-
-
-
... More
((iii)) 160 mm dia
8
177
1416
... More
(S-3.19) Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.
-
-
-
... More
(3.19.1) Depth up to 0.5 M
1
5489
5489
... More
(S-3.21) Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.
-
-
-
... More
(3.21.1) Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame.
1
1049
1049
... More
(S-3.22) Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.:
-
-
-
... More
(3.22.1) Size 300 Cm. dia outside & 300 Cm. depth .
1
24135
24135
... More
(S-3.27) Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C floor & RCC slab covering with M15 grade c.c. floor, 50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:-
-
-
-
... More
(S-3.27.1) Size 200x100x130 cm.(for 10 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 8mm ϕ @15 cm c/c bothways including shuttering complete in all respect.
2
27322
54644
... More
(S-3.44) Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
-
-
-
... More
(3.44.1) 75 mm dia
200
167
33400
... More
(3.44.2) 110 mm dia
120
336
40320
... More
(S-3.45) Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
-
-
-
... More
(S-3.45.1) Coupler
-
-
-
... More
((i)) 75mm dia
20
72
1440
... More
((ii)) 110mm dia
12
108
1296
... More
(S-3.45.6) Door Bend 87.5 Dg.
-
-
-
... More
((i)) 75mm dia
20
124
2480
... More
((ii)) 110mm dia
10
193
1930
... More
(S-3.45.16) Single Tee
-
-
-
... More
((i)) 75mm dia
12
120
1440
... More
((ii)) 110mm dia
8
210
1680
... More
(S-3.45.12) Pipe Clip
-
-
-
... More
((i)) 75mm dia
80
18
1440
... More
((ii)) 110mm dia
16
31
496
... More
(S-4.24) Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required.
-
-
-
... More
(S-4.24.1) Diameter 900 mm
20
266
5320
... More
(S-4.25) Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness
-
-
-
... More
(S-4.25.1) Diameter 900 mm
10
766
7660
... More
(S-4.26) Supply & lowering air line of 25mm dia, G.I. pipe 'B' class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.
8
300
2400
... More
(S-4.28) Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids
-
-
-
... More
(S-4.28.1) Size 9 to 12 mm
0.9
1997
1797.3
... More
(S-4.28.2) Size 3 to 5 mm
0.9
2928
2635.2
... More
(S-4.29) Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.
0.9
3727
3354.3
... More
(41.1) Wiring of light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq.mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) of approved make in surface / recessed ISI marked MMS (IS 9537 P-III) PVC conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & falce ceiling point, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required.
-
-
-
... More
(41.1.2) Medium point (up to 6 mtr.)
6
308
1848
... More
(41.1.3) Long point (up to 10 mtr..)
4
465
1860
... More
Wiring of 3 pin 5 amp. Light plug point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq.mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved make in surface / recessed ISI marked medium duty PVC conduit & it's accessories, hot dipped galvanised MS modular box with earth terminal, screwless cage connectors for neutral looping in switch board 6 A modular switch, 6 A modular socket, modular plate with grid plate screws, making connections, testing etc. as required.
-
-
-
... More
(42.3.3) Medium point (up to 6 mtr.)
4
387
1548
... More
(44.4) Supply & fixing of power plug point accessories on 18 SWG metal box of size 175 x 100 x 60 mm on surface or in recessed with suitable size phenolic laminated sheet cover including cost of 6 pin 16 amp. Switch and socket outlet, making connection, testing etc.as required
2
190
380
... More
(45.1) P & F 18 SWG sheet steel boxes duely finished with two coats of red oxide & with earthing terminal of following sizes(nominal size) on surface or recessed as required:
-
-
-
... More
(45.1.6) 225 mm x 100 mm x 60 mm
4
60
240
... More
(45.1.4) 175 mm X 100 mm X 60 mm
4
55
220
... More
(46.1) P & F 240/415 VAC MCB with Positive Isolation of breaking capacity not less than 10 KA (B/C/D tripping characteristic) ISI marked IS 8828(1996) confirming to IEC 60898 in existing board / sheets including making connections with lugs, testing etc. as required.
-
-
-
... More
(46.1.2) Double Pole MCB
-
-
-
... More
(46.1.2.1) 6 A to 32 A rating
1
488
488
... More
(46.1) P & F recessed / surface mounting heavy duty vertical type16 SWG sheet steel distribution board with provision of incomer suitable for MCB / RCCB & SP /TP MCB as outgoing phophatised, powder painted complete with insulated suitable rating copper bus bar, neutral link, earth link and din bar, masking sheet confirming to IS 13032 & IS 8623 including making internal DB terminations with copper lugs, testing etc. as required.
-
-
-
... More
(46.10.1) Single Door
-
-
-
... More
(46.10.1.4) 12 way
1
6880
6880
... More
(47.1) P & F ISI marked (IS :3854) 6 amp. porcelain base single pole tumbler switch including making connection testing etc. as required.
2
26
52
... More
(47.11) P & F ISI marked (IS :1293) 3 pin 6 amp. porcelain base tumbler socket including making connection testing etc. as required.
2
50
100
... More
(47.15) P & F ISI marked 6 amp bakelite batten/angle holder including making connection testing etc. as required.
10
18
180
... More
(56.4) P & F double ball bearing capacitor start alluminum body & blade ceilling fan with down rod upto 30 cm with 3 x 1.5 sqmm PVC insulated flexible copper conductor making connections, testing etc. as required
-
-
-
... More
(56.4.3) 1200 mm sweep
2
1200
2400
... More
(56.9) P & F of heavy duty capacitor start, double ball bearing 900/1400 RPM single phase ISI marked Exhaust fan, IS 2312 marked in existing opening including making connections testing etc. as required
-
-
-
... More
(56.9.3) 450 mm sweep (900 RPM)
1
3150
3150
... More
(58.1) P & F Strip type Fluorcent tube fiiting fabricated from (CRCA sheet and finished with powder coating / stove enamalled paint)/ (extruded non corrosive UV resist EP channel) complete with accessories (low loss copper choke, starter, starter seat)/Electronic choke with terminal block duly prewired with copper conductor including making connection, testing etc. as required (without tube)
-
-
-
... More
(58.1.2) 1 x 36 watts with OCCB
4
398
1592
... More
(58.7.1.2) P & F Fluorscent tube rod in existing fixtures as required minimum 3 star rating: flourscent powder coated 36/40 W
4
59
236
... More
(Rates are approved by CE (U&NRW) PHED Jaipur vide letter No. 11675-11677 dt. 9-12-2024) Supply, installation, testing and commissioning of GSM /GPRS/ Cloud based data transmitter for Bulk Flowmeter (woltman Magnetic Pulse Output only ), Battery Powered -3VDC to12VDC, battery life 3-5 Years, Inbuild Memory fuction upto 2gb micro SD card supported to stroe the data in the absense of availabe mobile network, (1 no Data transmit in a day on cloud system), Encloser- ABS Protection-IP67/68, Operating tempreature -50-55 Deg. C. The DMA Inlet Flow Data shall be transmitt to the Respective MCC ROOM.
16
32500
520000
... More
(Rates are approved by CE (U&NRW) PHED Jaipur vide letter No. 11611-614 dt. 6-12-2024) Operation and maintenance of Rising main, Distribution network, OHSR, Tubewell, Pumping Machinary etc. created under Amrut 2.0 of UWSS for a period of Five Years as per scope of work.
-
-
-
... More
1st year
1
2772880
2772880
... More
2nd year
1
2911522
2911522
... More
3rd year
1
3057100
3057100
... More
4th year
1
3209950
3209950
... More
5th year
1
3370450
3370450
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