Public Health Engineering Department Tender
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The PHED has issued a formal invitation for competitive bids for the Public Health Engineering Department project, for Work Of Construction Of Sources, Rising Main Pipelines, Cwrs, Pump Houses, Esrs, Glsrs, Internal Village Distribution Pipeline And Fhtc Including One Year Dlp Of Svs Under Jjm In The Block Dungarpur Under Dungarpur Pack-5 in Dungarpur, Rajasthan, with an estimated contract value of Rs. 10,29,04,000. The bid opening date for this tender is 27-05-2025 and the last date for bid submission is 17-06-2025. Interested bidders for Public Health Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 20,58,080Document Cost
₹ 25,000Tender Fee
₹ 2,500
Summary
Work Of Construction Of Sources, Rising Main Pipelines, Cwrs, Pump Houses, Esrs, Glsrs, Internal Village Distribution Pipeline And Fhtc Including One Year Dlp Of Svs Under Jjm In The Block Dungarpur Under Dungarpur Pack-5
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PHCJA_473687_1Tender No
ACE PHED UDR 05/2025-26Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
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Documents
BOQ Items
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150 mm dia
3
2327
-
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Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes
, transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection 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 Meter measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12
M. HDPE PE-100 PN-6 (Dia in mm)
-
-
-
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75 mm dia
37889.5
221
-
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90 mm dia
5987.5
311
-
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110 mm dia
4010
464
-
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Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by 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 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 Meter measurement of
the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.
HDPE PE100 PN-6 (Dia in mm)
-
-
-
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125 mm dia
366.2
607
-
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140 mm dia
27
765
-
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Earth work in excavation by mechanical means (Hydraulic Excavator
)/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.
-
-
-
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In all types of Soils
-
-
-
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upto 1.5 m
13540.78
194
-
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Earth work in excavation by mechanical means (Hydraulic Excavator
)/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable materials for measurements and disposal of unserviceable materials as directed within a lead of 50 Mtr. including required all safety
provisions etc.:
-
-
-
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In Soft Rock
-
-
-
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upto 1.5 m
7021.2
347
-
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In Hard Rock (Blasting Required)
-
-
-
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upto 1.5 m
3092.49
518
-
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In Hard Rock (Blasting Prohibited)
-
-
-
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upto 1.5 m
2300.43
883
-
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Dismantling of flexible pavement for pipe line 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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Bituminous courses
172.35
395
-
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Granular courses
258.56
281
-
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Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding
0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks
as per technical specification and scope of work.
2464.41
718
-
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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.
1293.67
4553
-
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Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.
M20 grade Nominal Mix
1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
1575.97
6176
-
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Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confiMetering to BS- EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896- part2- 1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confiMetering to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber o in the premises for fixing a tap / meterbox (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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80 mm dia
51
9111
-
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100 mm dia
36
11200
-
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150 mm dia
3
19475
-
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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
-
-
-
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80 mm dia
43
2990
-
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100 mm dia
36
3649
-
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150 mm dia
3
5712
-
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Construction of Sluice Valve Chamber in required size and shape as per drawing including required excavationof earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in chargematerial within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it withcovering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge
-
-
-
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60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve
7
7340
-
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1200cm x 1200cm x 1300cm (depth) for 80/100/125/150 mm dia
valve
54
9850
-
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Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications:
Body , Cover and Cowl - Grey Cast Iron as per IS:210 FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float Guide- HBT1.HP Orifice- HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all mateial, 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.
-
-
-
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Class PN 1.6
-
-
-
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50 mm
13
14049
-
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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.
24400
57
-
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Design, Fabrication and installation of MS galvanised structure for installation of Solar Penals at a height of 4m above ground level
24400
10
-
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Providing and fixing 1.2 metres high GI barbed wire fencing with
1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every
3 metres center to center founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven
with horizontal wires, fixed with GI staples, turn buckles etc complete as per clause 807 of MoRTH specification & type "A" as per IS : 278-1978 size designation 5 (line wire 2.24, point wire 2.00mm mass 97-106 g/m) includiing all material, labour.
366.76
219
-
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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.
8
1180
-
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Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and 2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust.
Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
-
-
-
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2.2 KW
-
-
-
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3.7 KW
-
-
-
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5.5 KW
16
54626
-
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Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer, 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 300mm 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 panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on
440 Volt AC Supply.
-
-
-
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Up to 5.00 HP
5
12416
-
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Above5 HPand upto 10 HP
3
23911
-
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Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS
694:1990 or amended up to date and conductor as per class
5 of IS 8130:1980 including making connection etc.
-
-
-
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3 core 4.0 Sq.mm
480
200
-
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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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10.0 Sq. mm 4 core
176
218
-
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Providing & Lowering in tube well ISI marked GI Pipe “B" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber
washer & nut bolts etc. complete in all respect.
-
-
-
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50 mm dia
168
705
-
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Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valave 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- 304/410 , 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 (galvenised steel) , Insersion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.
Note: Rates are exclusive of tail piece/ dismantling joints and earth work. Class PN 1.6
-
-
-
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80 mm dia
8
11009
-
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SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear
), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti- magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In- Charge.
Note: Rates are exclusive of tail piece / dismantling joints and earth work.
-
-
-
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80 mm dia
6
12608
-
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100 mm dia
7
16073
-
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Providing , lowring laying , aligninng, fixing in position at all level/ depth
C.I. class-B specials as per IS:1538, amended up to date in trench complete including all material, labour, testing and commissioning
along with pipe line/ appurtenance as per Technical specification and as per direction of Engineer( Note:- E/W to be measured and paid seperately) plain ended CI specials including tail pice, spigot end
and socket end.
-
-
-
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Upto 300mm
600
111
-
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GSM Modem for SMS Facility- 24 V DC operated for bulk flow meter to transmit reading of flow meter to LCC/MCC Centre
15
24799
-
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Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical
Specification, 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-
-
-
-
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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,
-
-
-
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Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II &
STAGING 15 M
-
-
-
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75 KL, staging Height 15 m
300000
31
-
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150 KL, staging Height 18 m
-
-
-
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Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M
50 KL, staging Height 15 m
-
-
-
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100 KL, staging Height 18 m
300000
28
-
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Providing Household Tap Connection as per technical specification and approved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes 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 electrofusion saddle piece, gunmetal ferrule
4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (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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For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
877
1885
-
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P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15
mm nominal bore.
877
311
-
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Road cutting for house hold service connection in minimum trench width whereever 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..
1754
187
-
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Add extra over item no 1.21 & 1.22 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line
above 5.00 mtr.
6577.5
44
-
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Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329- 2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
-
-
-
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100 mm dia
601
2505
-
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150 mm dia
44
3598
-
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Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer- incharge.
MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)
1109.21
150
-
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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. All kinds of soil.
-
-
-
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From 0 m to 1.5 m BGL
662.12
300
-
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Ordinary rock
-
-
-
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From 1.5 m to 6 m BGL
348.13
643
-
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Hard rock (requiring blasting) useful material 30 %
-
-
-
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From 6 m to 7 m BGL
94.63
930
-
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From 7 m to 18 m BGL
1131.09
930
-
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Recovery of Hard rock useful material 30%
-
-
-
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Add extra over item No 1 for every additional; lift of 1.5 m or part
thereof.
-
-
-
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All Kind Of soil
From 1.5 m to 4.5 m BGL
-
-
-
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In Ordinary Rock
From 1.5 m to 4.5 m BGL
337.14
64
-
... More
In hard rock
-
-
-
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From 3.0 m to 4.5 m BGL
187.57
128
-
... More
From 4.5 m to 6 m BGL
151.04
192
-
... More
From 6 m to 7.5 m BGL
151.04
256
-
... More
From 7.5 m to 9 m BGL
151.04
320
-
... More
From 9 m to 10.5 m BGL
151.04
384
-
... More
From 10.5 m to 12 m BGL
151.04
448
-
... More
From 12 m to 13.5 m BGL
151.04
512
-
... More
From 13.5 m to 15 m BGL
151.04
576
-
... More
From 15 m to 16.5 m BGL
151.04
640
-
... More
From 16.5 m to 18 m BGL
39
704
-
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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.(Respective applicable rates)
From 6 m to 18 m BGL
1381.34
186
-
... More
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for :Walls (any thickness) including attached pilasters, buttresses plinth and string course.Add extra for shuttering in circular work in plan up to dia 10m over item Nos. 4.7.1 to
4.7.2
1886.71
202
-
... More
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 three level.
-
-
-
... More
Thermo-mechanically Treated bars (Conforming of relevent IS code)
9088.89
72
-
... More
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 excluding the cost of
centering, shuttering and reinforcement.
-
-
-
... More
Walls (any thickness) including attached pilasters buttresses, plinth and string
courses fillets columns pillars pears abutments posts struts etc.
-
-
-
... More
M20 Grade nominal mix (with graded stone aggregate 20mm
nominal size)
148.22
5173
-
... More
Structural steel work in single section fixed with connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer all
complete above plinth level upto 4.5 mtr. height
3657.91
71
-
... More
Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. In width as well as 10 Sqm. on plan) including disposal of
excavated earth lead up to 50 M and lift up to 1.5 Mtr. Disposed earth to be leveled and neatly dressed:
All kinds of soi
76.95
149
-
... More
Random Rubble stone masonry for foundation and plinth in cement sand mortar
above 30 cm thick wall in
-
-
-
... More
In cement mortar 1:4 (1 cement : 4 coarse sand)
51
2320
-
... More
Honey comb brick work 23 cm thick with bricks of class designation 75 up to third
storey in :
-
-
-
... More
Cement mortar 1:4 (1 cement : 4 coarse sand)
208.32
562
-
... More
Plaster on new surface on wall in cement sand mortar 1:3 including raking of joints
etc. complete fine finish : (12mm thick)
-
-
-
... More
1:3 (1 cement : 3 fine/ coarse sand)
389
114
-
... More
Cement concrtete grade 1:2:4 (1 Cement : 2 Coarse sand : 4 graded stone aggregate
) rounding of adeges etc.. but excluding the cost of nosing of steps
etc. complete
-
-
-
... More
75mm thick with 20mm thick nominal size aggregate
50
406
-
... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto two stories excluding the cost of centring, shuttering, finishing and
reinforcement:
-
-
-
... More
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.78
4547
-
... More
Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to
plinth level.
-
-
-
... More
Suspended floors, roofs, landings, balconies and access platform.
50
214
-
... More
Reinforcement for R.C.C. work at all levels including straightening, cutting, bending,
placing in position and binding all complete
-
-
-
... More
Thermo-Mechanically Treated bars
294.46
72
-
... More
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 ( IS:9537 P - II ) rigid steel conduit & it's accessories, round tiles,18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch, 3.0 mm thick ISI marked phenolic laminated sheet, pvc bushes, check nuts, zinc plated / brass screws, cup washers, making
connections, testing etc. as required.Group-III
-
-
-
... More
Short point (up to 3 mtr.)
6
202
-
... More
Medium point (up to 6 mtr.)
6
349
-
... More
Providing and fixing, flush door shutters non decorative type (hollow core construction) with internal frame of Ist grade wood having styles and top rails of 100 mm width & bottom and lock rails of 150 mm width with 3 Nos. cross battens of 50 mm thick width using 4 mm thick commercial ply on both faces of shutters & 6 mm thick beading of respective wood using with approved steel fitting as per Annexure 'A' :-
-
-
-
... More
25 mm thick.
25.16
1640
-
... More
Wiring of 3/5 pin 6 amp. Light plug point as per PWD specification for electrical Works with ISI marked 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade (IS:694) and
1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) vergin material PVC conduit & it's all accessories( J.B. , Bends etc.) , round tiles,18 SWG G.I. box with earth terminal of required size, 6 A switch, 3/5 pin 6 A socket, 3.0 mm thick ISI marked phenolic laminated sheet (IS : 2036 - 1995), Al. alloy/ cadmium plated iron screws 20 mm cup washers etc. all as per pre approved by Engineer in charge, making connections, testing etc. complete as required. For specification of copper Conductor, Phenolic Laminated sheet's & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E -
07. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
... More
Short point (up to 3 mtr.)
12
219
-
... More
Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from 99.99% purity copper, class 5 stranding in acc. to IEC 60228 for lower watt loss , oxygen free (
<10 ppm) for less chances of oxidization and higher silver content for gives better conductivity , insulation PVC type A
,flame retardant as per IS 10810-53, better amperage rating as per VDE 0298 part 4, , in existing surface or recessed PVC/ MS conduit/casing capping including all as per pre approved by Engineer in charge,making connections, etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of products/ work , refer Annexure "A"
attached with this BSR .
-
-
-
... More
2 x 1.5 sq.mm
147.69
26
-
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