Drinking Water And Sanitation Department Tender
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Technical
Technical
Financial
Bid Capacity
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Available Bid capacity = (A*N*2-B) Where: A = Maximum value of civil engineering works executed in any one year during the last five years N = Number of years prescribed for completion of the works for which bids are invited. B = Value of existing commitments and on-going works to be completed during the next period of completion of the works for which bids are invited.
Technical Capacity
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The required prior work experience for the bidder includes specific percentages of experience in different components, depending on the work value. For work value below 10 Crore, no component-wise experience is required. For work value between 10 Cr to 50.00 cr, the bidder should have:
- 25% experience in Intake Well / WTP
- 25% experience in ESR
- 25% experience in Pipe line For work value more than 50.00 cr, the bidder should have:
- 25% experience in Intake well
- 25% experience in WTP
- 50% experience in ESR
- 25% experience in Pipe line Additionally, the bidder should have executed similar electrical works for a minimum amount (specified in Appendix) in any one year and possess a valid electrical license. They should also have executed similar water supply/sanitary engineering works for a minimum amount (specified in Appendix) in any one year and possess a valid license for such works. The bidder should have experience in works of a similar nature and size for each of the last five years. They should have completed works of a similar nature with a minimum value of 25% of the contract value. For joint ventures, the lead partner should meet the qualifying criteria, including particular construction experience, in proportion to the partnership in JV but not less than 50%. Other partners should meet the qualifying criteria in proportion to the partnership in JV but not less than 25%.
Costs
EMD
₹ 5,25,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_DWSD_98080_1Tender No
DWSD/HATIA PROJ. RANCHI/26/24-25Tender Authority
Drinking Water And Sanitation Department ViewPurchaser Address
-Website
http://https://jalshakti-ddws.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Anchoring and Mooring : Anchoring and Mooring as per marine statutory Rules and approvals, necessary bollards, RCC anchors with suitable weight and size, wire rope.
4
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Floating Walkway Metallic : 1. Size - 1 x 2 mtr, 2.MOC -MS IS 2062, 3. Safety railing, 4. Anti skidding top surface, 5. surface painting -PU Coating.
80
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Header : Header on pontoon for Discharge pipe inlet - 100 DN dia and outlet - 200mm dia, MS pipe-150mm dia, Length - 4mtr approximately, 2 inlet and 1 outlet along with MS flanges, hardware and gasket
1
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Dismantling Joint : Size-150mm, PN rating- 16, Flange drilling as per - IS:1538
2
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Check Valve or NRV : Dual plate check valve with both side flange end. Size -150mm, MOC- CI, PN-16, Flange drilling as per - IS:1538 & Placed in delivery pipeline before header
2
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Motorized Butterfly Valve : Motorized Butterfly Valve, Size -150mm with actuator, MOC- CI, PN-16, Flange drilling as per - IS:1538 & Placed in delivery pipeline before header
2
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Air Released valve : Size -150mm, MOC- CI, PN-16
3
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Butterfly Valve : Manually operated butterfly valve Size -200mm with actuator, MOC- CI, PN-16, Flange drilling as per - IS:1538 placed on header
1
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SS Flexible Pipe : Size-150mm dia, MOC- SS, Length-6 mtr Single braided with both side Flanges
2
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HDPE Pipe : MOC -HDPE, Size-150 DN welded with 2 stud ends and 2 MS slip flanges inserted. UV stabilized raw material, Length - 6mtr
12
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Pipe Floater 200 DN : Pipe size :200mm, Shell : High impact polyethylene PU foam filled UV stabilized Raw material bolt,nuts, rubber pads & belts, Color : Orange
40
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Installation Services: Assembly at site for Jetty along with pump,pump foundation,valves, delivery piping up to shore,chain pulley,header,pipe floats
1
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Transportation : Transportation of materials in blocks and lots from factory to site
1
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Raw Water Rising Main
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Supplying centrifugally cast (spun) ductile iron pressure pipe for water supply with socket and spigot ends confirming to IS8329/2000 in standard lengths of class K-9 suitable for push on joint (Rubber gasket jointing) with cement mortar lining on inside surface and outside zinc coating with bituminous paint including all other taxes insurance carriage to work site with loading Unloading etc stacking including inspection charges and all taxes all complete. one no. gasket with each pipe.
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DI - K9 Dia 150 mm
5610
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Supplying Labours Tools and Tackles for Testing of Lead CI or UPVC or HDPE or AC or DI pressure Pipe upto 60 m head of water all complete as per specification direction EI (Water to be supplied free of cost departmentally)
5610
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Providing and supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of all labours and materials and transportation to stores/site, loading, unloading including all taxes,etc.complete as per I.S.9523@5%. 150 mm
4596
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Providing Double Flanged Sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete.
(without by-pass Arrangement-P.N-1.6)(With E.D)
5
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Providing and supplying air valves as per IS -10845-2000 and MJP's standard specifications of approved make and quality of following diameters including all taxes (central and local), railway freight, inspection charges, unloading from railway wagons,loading into truck,transportation transportati on up to departmental stores/site unloading and stacking etc. complete. 25 mm Dia.PN-1.6
5
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Earth Work in excavation (As per I.S. 3114/1965) for laying of Different types and size of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer in-charge (b) For classification of soil item -B
2907.96
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Earth Work in excavation of foundation trenches as per design section in ordinary or soft rock (vide classification of soil item-C) and disposal of excavated materials so obtained (50 M away from the edge of the trenches with initial lead of 150M and initial lift of 1.5m as per specification and direction of E/I. (in ordinary or soft rock where blasting is not required)
1245.84
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Supplying labours ,tools,tackles lubricant etc for laying and jointing DI/ C.I.S/S Tyton pipes (class LA) trenche supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard,barrier and red light to safe guard against accident,all complete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per (I.S.S. 3114-1985)as per design,specification and direction of E./I.without gasket
5610
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Lowering,laying and fixing in proper alignment and position all types of C.I.air valves as directed by Engineer –in–charge including cost of conveyance from store to site of work,cost of all material and giving satisfactory hydraulic testing etc.complete.(for all class of valves).
5
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Supplying Labourand tools for fixing C.I.sluice valve in trenches with a pair of C.I.Tail piece including making lead caulked joints and flanged joints as per I.S.S. specification, including supplying all jointing materials (Pig lead confirming to I.S.S. 782-1978, yarn confirming to I.S.S. 6587– 1972 and nuts and bolts confirming to I.S.S. 1364 – 1983) including drilling holes in flanges if required as per specification and direction of E/I.(Sluice Valve and Pieces to be Supplied Departmentally Free of Cost)
5
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Earth work in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge ( forclassification of Soil item A&B)
4025.41
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Construction of B.W.masonry valve chamber of size 1.20x0.90 x1.50 mt.as per enclosed annexure.
10
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Supply all materials & construction of Thrust Block where required.( 200 mm )
20
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Mechanical & Electrical Work at Jetty
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Supply, installation, testing and commissioning of Horizontal split casing centrifugal pumpsets with allied equipment as under-
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Horizontal Split Casing Centrifugal Pump [make: Kirloskar/Jyoti/ Worthington/ Mather & Platt] , capable of discharging -700 LPM, against the head of 110 m. mounted on common base plate and coupled with SPDP, Eff1, squirrel cage induction motor, rating of motor 10% more BHP than that of pump, operating on 1500 rpm,415V,50Hz [make: Kirloskar /ABB/ Jyoti/Crompton Greaves/BHEL] pressure gauge, required size of sluice valve and non-return valve, standard fittings etc. including construction of MS Suction and delivery header, jointing it with Suction and Delivery line by providing required MS/CI pipes, flanges,reducer and specials, nuts bolts, packings etc. all complete as per the requirement, standards and instruction of E/I.(Note-Contrator will again have to check the design of motor & pump and get it approved by the Deptt.) (LS)
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discharging -700 LPM, against the head of 110 m.HP-40 (1W+1S)
2
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Main Power Distribution Panel cum MCP for Clear Water to be installed at WTP:- Floor mounted cubical LT Motor Control Panel board fabricated with MS sheet of suitable guage and size ,dust and vermin proof and painted consisting of proper power distribution 4 pole 125A copper busbar, 2 no. incoming feeder of 125A ACB, 4 nos. 100 A MCCB for outgoing feeder of clear water pump sets (with spare feeder), 2 nos. 100 A & 63 A MCCB for WTP. & other Utilities,2 nos. 32 A MCB for lighting feeder and 2 nos. 125 A MCCB for outgoing feeder of Clear water Sump pump sets.[ MCCB make:L&T/ABB/ Siemens/ HPL], 2 nos.Suitable Fully automatic star delta starter [make:- L&T/Jyoti/ Siemens/ Schnieder] suitable for above H.P. , switch disconnected isolator (TPN) rated (125A-415V), selector switches, Volt-meters, Ampere-meters, indicator lamps etc. all complete with internal wiring, protection units/relays and capacitor banks of proper KVAR for Power Factor.improvement for pump sets and other equipments,etc all complete as per site requirement ,Instruction of E/I. and IE rules.(Note-Contrator will again have to check the design of Panel and get it approved by the Deptt.)
1
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Providing,ereeting fire extingusher,firstaid box,etc. all safty Items as per requirement & Direction of E/I.(for both pumping Plant.)
1
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Power wiring with required 35 Sq mm 3.5 core 1.1KV grade armoured Aluminium Cables, XLPE/PVC insulated armoured cable from Transformer to MCP at Clear Water Pump House. Laying, jointing and making proper terminations,etc. all complete.
100
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Power wiring with required 25 Sq mm 3 core 1.1KV grade armoured Copper cables, XLPE/PVC insulated armoured cable from Power distribution Panel (MCP) to Motors, including laying on wall or on floor as where required, jointing and making proper terminations,etc. all complete.
50
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Earthing: making earthing as per IE Rule for each motors.
2
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Cost of 3T Triple spur type chain pulley block suitable as below with 6m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carry ISI etc. all complete job.
1
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Construction of WTP
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Doing Geotechnical survey, Collecting field data, designing aesthetically, getting it approved by competent authority and Providing all labours and necessary equipment for designing & construction of Unconventional WTP . With all complete job.
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Designing (aesthetically), providing and constructing and comissioning Unconventional Water Treatment Plant consisting of Civil works, mechanical, electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti termite treatment to entire structure below ground level, mechanical and electrical components of various sub works as given below, including necessary hydraulic testing, structural testing equipment testing, trial run for a period of 3 months etc. complete as directed by Engineer-in-charge (turn-key job) works.
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Aeration fountain
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Inlet arrangements
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Mixing channel with ventury flume and flow measuring arrangement
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Inlet chamber
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Flocculator- Conforming to I.S. 7208-1974 (Type-C) with detention period of 30 minutes
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Tube settlers-Designing, fabricating and constructing Tube Settlers with square or any other shaped tube like Circular, Cheveron, Hexagonal etc .having proven performance
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Rapid sand gravity filters-All valve shall be glandless.
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Filter house
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Chemical house
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Alum tanks- 2Nos. with mixing, carrying and dosing arrangements with piping.
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100 Kg. chlorine cylinder for capacity upto 5 MLD and chlorine tonner for capacity above 5 MLD
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TCL solution tank with mixing, carrying and dosing arrangement with piping.
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Bypass arrangement
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External and internal electrification
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Laboratory equipments
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Wash water tanks of capacity equal to 12 minutes to wash specified numbers of filter beds at time at 600 liters/ m2 / m under head of 12 m at under drain.
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Wash water pumps with 100% standby
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Air blowers capable of delivering 600 LMP per square metre of free air of filter area at 0.4 Kg / sqcm at the under drains (100 % standby). Air Blowers Shall be adopted for WTP having capacity more than 3 MLD only . Below 3 MLD Capacity, Air blowers shall not be adopted.
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Pure water sump of capacity equal to 1 hour pumping capacity.
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Pure water pump house over the sump / by the side of sump.
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Drainage arrangements
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Alum store
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Sanitary block with necessary water supply and drainage arrangements and internal WBM roads.
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These rates are applicable for seismic zones 2, 3 and 4.
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Rates given below are inclusive of uplift pressure if any and dewatering during the entire work.
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All RCC structures shall be constructed in M-250. Structures in contact with water shall be in M-300.
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Unconventional Treatment Plants less than 1 MLD capacity shall not be constructed.
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All the Structural Steel works/ Fabrications are to be provided with application of Hot Dip Zinc coating according to specification as per IS 4759:1996 (Reafirmed 2006)
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Note: Conditions from Sr. No. 1 to 28 shall form a part and parcel of the tender and must be incorporated in draft tender papers of Unconventional treatment plants.
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Fixed cost of 1 MLD
1
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Water Supply Sanitation Installation (Plumbing work)
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Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I.
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i) 25mm GI. Pipe.
20
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ii) 15 mm GI. Pipe.
35
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Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I.
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i) 15 mm GI. Pipe
30
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Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I.
2
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Supplying and fixing GI fittings of approved make all complete as per direction of E/I.
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(a) Elbow 15 mm dia
20
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(b) Tee plane 15mm dia
8
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(c) Nipple 15mm dia.
20
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(d) Union Socket 25mm dia
2
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(e) Union Socket 15mm dia
4
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(f) Brass bib cock 15mm dia
8
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(g) C.I stop cock 15mm dia
8
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(h) C.I. stop cock 25mm dia
2
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(i) Reducing Socket 25x15mm
4
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(j) Tee 25x25x15mm dia
5
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Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or other ISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. (580mm.long with 110 Liter low level PVCSystem).
2
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SEPTIC TANK and SOAK PIT
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Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.
19
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Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of E/I.
2.89
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Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I.
4.76
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Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mm to 6mm size well graded and clean course sand of FM-2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
1
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Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per building specification and directions of E/I.
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(a) 19 mm thick
1.8
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(b) 12 mm thick
9.86
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Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I.
-
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(a) B/W in C.M (1:4)
2.78
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(b) B/W 75-B in (1:6) for Soak pit
0.5
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125mm thik black gali in cm (1:6)
15.04
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Providing pre cast R.C.C. M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I.
0.37
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Providing Tor reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I.
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10 mm dia
0.04
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Supplying fitting and fixing H.C.I. Pipe/ H.C.I. fitting of Approved make confirming to I.S.S 1729 including supplying nails and bobbins lead and yarn from making lead caulked joints including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I.
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(a) 100mm dia H.C.I. Tee.
1
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(b) 100mm dia H.C.I. Band
1
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(c) 50mm dia H.C.I. Cowel
1
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(d) 50mm dia H.C.I. Vent pipe
2
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(e) 100mm H.C.I. Pipe
16
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Supplying materials and labours and fixing 20mm dia M.S bar steps in wall of 0.3 m interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I.
4
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Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete.
10
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Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I.
2
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Supplying materials and labours for constructing inspection chamber of designation class 75 B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475 mm G.I. Cover With frame ( Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I
2
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Carriages of materials
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(a) Brick –8 KM lead
770
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(b) Sand -20 KM lead
1.6
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(c) Stone chips -20 KM lead
0.43
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(d) Steel 10 KM
0.04
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(d) Cement- 10 KM lead
0.33
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Approach road (50 meter) 625.6
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Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall. etc. all complete job.
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Construction of embankment with approved meterial obtained from borrow pits with a lift 1.5 M transporting to site spreading,grading to required slope and compacting to meet requirement of to tables 300.1 and 300.2 with a lead upto 1000 M as per technical specification 301.5.
414.2
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(A) By mix in place method construction of granual sub base by providing well graded material,spreading in layer with mortar grade on prepared surface,mixing by mix in place method with rotavater at OMC, and compecting with smooth wheel roller to achiver the desired dencity,complete as per technical specification clouse 401,
30
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Construction of un-reinforced dowel joints at expaction and construction joint only plain cement concrete pavement thickness as per design over a with shovels rakes compacted using prepared sub base with 43 grade cement or any other type as per clouse 1501.2.2 M-30 (grade) coarse not exceeding 25 mm mixed in concrete mixer of not less than 0.2 cum capacity and appropenate weigth bacher using approved mixed design laid in approved fixed side fromwork (steel channal laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the fromwork as per drawing), spreading the concrete with shovels rankes compacted using needle seed and plate vibrators and finished in contaction and empanction contraction jointing appling debonding strips primer sealant dowel bars near approches to bridge/culvert and contraction joints admixtures as approved curring of concrete slabs for 14 days using curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clouse 1501.
22.5
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weigth as per table-1300.1 no frament weighing less than 25 kg laid dry complete as per drawing and technical specification clouse 1301.
7.5
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Carriage of material from divisional store kiln site or quility site to work site including contractor profit loading, unloading,transportation are complete @10%.
0.1
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Trenchless Road Crossing
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Manufacturing, providing and supplying spirally
welded / ERW/ SAW / fabricated M. S. pipes
(Commercial Quality) including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
DWSD - M-1888 (IV) 10 mm thick
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For 150 mm Dia DI Pipe- 350 mm ID Dia 10 mm Thick (For M.S Casing Pipe)
60
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Instalation of product pipe guided Auger Boring method including making of entry and Exist pits all related civil works like Excavation shoring/strutting etc shielded excavation ,through auger boring process lowering of pipe segments in the jaking pit laying and joining of product pipe line through jacking process from.... cost of pipe average cover of 1.5m depth below ground level(Up to 100 m istallation length) DWSD S.N.-122 1B-(b-Hard Soil) -page-58
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Above 300 mm to 450 mm dia M.S. Pipe
60
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Providing and applying primer first coat of intertol 49 W emaline 05/58 pipe cost or any other equivalent approved paint in the internal surface of pipe line at sight.
MJP-SECTION - I(XV) : FABRICATION OF M. S. PIPES AND SPECIALS, Item No. 12, Page 164
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For 350 mm Dia MS Pipe
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First Coat
65.98
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Second Coat
65.98
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Operation & Maintenance for Five years (excluding energy charge)
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O/M work with Labour component & Materials for 1st Year (Excluding annual repair charge)
227651
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O/M work with Labour component & Materials for 2nd Year
227651
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O/M work with Labour component & Materials for 3rd Year (Including annual repair charges)
227651
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O/M work with Labour component & Materials for 4th Year
227651
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O/M work with Labour component & Materials for 5th Year
227651
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GST @18%
1
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Labour Cess @1%
1
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