Design And Construction Of Piped Water Supply Schemes Under Jal Jivan Mission At Village 1.Harangoav, 2. Ragbel, 3. Girwar, 4. Bamori Of Blockshajapur Distt. Shajapur Based On Tube Wells Including Installation Of Electric Submersible / Centrifugal Wate
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29 Sep 2022
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2.75 Lakhs
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15000
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Online
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NCB
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shajapur → Madhya Pradesh
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Project Description
Design And Construction Of Piped Water Supply Schemes Under Jal Jivan Mission At Village 1.Harangoav, 2. Ragbel, 3. Girwar, 4. Bamori Of Blockshajapur Distt. Shajapur Based On Tube Wells Including Installation Of Electric Submersible / Centrifugal Water Motor Pumps, Construction Of 03 Nos. R.C.C. Over Head Tanks ( 01 No.-50Kl / 12 Mt.Staging, 01 No- 100Kl / 12 Mt.Staging, 01 No- 75Kl / 15 Mt.Staging, ) , 04 Nos. Sumpwells ( 01 No.-40 Kl , 3 No.-20 Kl ) , Pump Houses, Laying And Jointing Of Rising Main, Distribution Pipe Line System, Household Tap Connections, Electric Power Connections At Tube Wells / Sumpwells Etc Including Cost Of All Material And Labour With Testing Commissioning Thereafter 90 Days Of Successful Trial Run Of Entire Scheme.
BOQ
| Sl. No. | Item Description |
| 1 | (A) MINI PUMPHOUSE - Supply & errection of ready made mini pump house (control pannel box) GI sheet of 18 gauge of size 90cmx90cmx60cm with 40x40x5mm angle Iron frame to fix it 200 mm below ground level with hold fasts grouted infoundation and 300 mm above ground level for clearance suitable for fixing of conrol pannel, fuse unit, main switch etc. as per aprovedspecification. (USOR PHE Item No.17.18P-No. 228) |
| 2 | (B) PUMPING MACHINARY ON TUBE WELLS AND SUMP WELL - Supplying & Installation of Energy efficient three star ratingISI Marked required capacity of Three phase, 50 Hz, 415V, deepwell submersible pump Steel trody, suitable for 6\"tube well withControl Panel Starter suitable for Submersible pump with dry runprotection(Auto cut-off), single phase preventer, connections,including clamps, bore cap, flat cable of length equals to maximumhead of the pump plus 5 meters eic. as requiied as per specifications but excluding riser pipe and connection cable.. 10 H.P. with20 stages, Head Mt. 184-80 Discharge LPM 60-270 ( USOR.Amnd 6I.no.24.20.106_A(ix) |
| 3 | Supplying & Installation ofFive Star BEE rating ISI marked required capacity of Three phase, 50 Hz, 415V, Openwell submersiblepump with Control panel Starter with dry run protection ,i/c single phase preventor, connections, etc. as required as per specifications but excluding Pipe and connection cable.5.0 H.P. Head Mt.15-24, Discharge LPM 930-420.As per SOR 03.07.201824.20.113 (ii)pg-268) |
| 4 | 3.0 H.P. Head Mt.15-24, Discharge LPM 615-195 (USOR. Item. No.24.20.113 (i) - P.No. 268) |
| 5 | Providing and jointing of following galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible pumps including testing ofjoints, cost of pipes & heavy duty sockets and jointing materials all complete. Pipes and sockets confirming to IS:1239-201 1 Part-ll.(PHED USOR 2nd ADDENDUM, Issued vide order no.254 dt 06.08.2020 P.No.03 Item17.38) 50 mm dia, class medium with heavy duty seamless sockets |
| 6 | 65 mm dia, class medium with heavy duty seamless socketsUSOR.Amnd II I.no.17.38-P.no. 3 |
| 7 | Providing and fixing of ISI marked PVC insulated three core flat copper cable.4 Sq mm(Ref.- As per PHED USORin force from03.07.2018 Item No. 24.20.107 (ii) pg-267) |
| 8 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in- charge .Nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix )As per PHED USORin force from 03/07/2018Item No. 16.15.1pg-209) |
| 9 | Earthwork in Excavation by machnical means (Hydraulic excavator) / manual means over areas (Exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavatedearth, lead up to 50 m and lift up to 1.5 m, disposal earth to be leveled and nearly dressed.All kind of soil. As per PHED USORin force from 03/07/2018Item No. 16.4pg-207) |
| 10 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m 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 m, disposed earth to be leveled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road. |
| 11 | Installation of HDPE pipe by Horizontal Direction Drilling Method including preparing and setting up the plant and equipment, making string of new pipe material, installing new pipe string and making the system ready for commissioning by HDD operation including drilling, stringing, reaming and pulling back the new pipe on the designed bore path alignment, proper disposal of drilling fluid, as per code of practice for horizontal direction drilling technique suiting indian conditions. Required pipes/ specials and other civil work shall be paid separately-in all types of soils. (This item shall be executed only after prior permission of Superintending Engineer)a. HDPE pipe of any class - 90 mm outer dia |
| 12 | HDPE pipe of any class - 110 mm outer dia |
| 13 | Providing, Laying, Jointing & field testing of PE pipes made from 100 % virgin material (Earlier know as High Density Polyethylene pipes, PE 100 ) confirming to IS 4984 /l4l5l /12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Tellon coated electric mirror/ heater to the required temperature and then mechanically pressing the ends together against each otherto form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/] Hydraulic Jacks/ Butt fusion machine.l (50 mm & above fusion jointed & below 50mm mechanical iointe- As per PHED USORin force from 03/07/2018 Amnedment 06 Letter 09 dt 07-01-2022 Item No. 9.1 pg-9 of 42) 90 mm diameter, PN 6 |
| 14 | 90 mm diameter PN-8 |
| 15 | 90 mm diameter PN-10 |
| 16 | 110 mm diameter PN-6 |
| 17 | 160 mm diameter PN-6 |
| 18 | Providing & Supply of Electro Fusion Fittings in accordance with BS EN 12201 : Part-3 suitable for drinking water with in black/blue color manufactured from compounded PE80/PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rated SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central state & municipal, inspection charges, transportation up to site, transit insurance, loading, unloading, stacking etc. complete.Electro Fusion Coupler 90 mmAs per PHED USORin force from03.07.2018 Amnedment 06 Letter 09 dt 07-01-2022 Item No. 9.14.1.8/ pg- 16-17 of 42) |
| 19 | Electro Fusion Coupler 110mm |
| 20 | Electro Fusion Coupler 160mm |
| 21 | Electro Fusion Equal Tee9.14.2/17 of 42 (90 mm) |
| 22 | Electro Fusion Equal Tee9.14.2/17 of 42(110mm) |
| 23 | Electro Fusion Equal Tee9.14.2/17 of 42 (160mm) |
| 24 | Electro Fusion Elbow 90 Deg9.14.3/130(90mm) |
| 25 | Electro Fusion Elbow 90 Deg9.14.3/17 of 42 (110mm) |
| 26 | Electro Fusion Elbow 90 Deg9.14.3/18 of 42 (160mm) |
| 27 | Electro Fusion Reducer9.14.4/18 of 42 (110x90mm) |
| 28 | Electro Fusion Reducer9.14.4/18 of 42 (160x110mm) |
| 29 | Electro Fusion End Cap9.14.5.8/19 of 42 (90mm) |
| 30 | Electro Fusion End Cap9.14.5.8/19 of 42(110mm) |
| 31 | Electro Fusion End Cap9.14.5.8/19 of42(160mm) |
| 32 | Provision for Jointing of TW to Rising Main with cost of Material/ specials such as GI Union / CI Flange, GI Reducer UPVC MTA FTA etc. as per requiement of site i/c cost of labour etc. complete as per approved specification and as directed by Engineer in charge. (Ref.- As per PHED USORin force from 03/07/2018Item No.17.19pg-228 |
| 33 | Provision for jointing of Rising main to supmp well/OHT and OHT to Distribution pipe line with cost of material/specials such as Bends, MTA as per rerquirement of site i/c cost of labour with excavation, labour as per requirement complete as per approved specification and as directed by Engineer in charge(Ref.- As per PHED USORin force from 03/07/2018Item No.17.20pg-229) |
| 34 | Provision for inter connection of old to new pipe line with excavation of trench as per requirement of any diameter & type of pipe line in muddy area i/c dewatering the trench laying & jointing of pipe and specials, back filling the trench i/c testing of joints cost of labour & specials such as D- Joins couplers, solvent cement etc, complete job work as per approved specification and as directed by Engineer in charge . (Ref.- As per PHED USORin force from 03/07/2018Item No.17.23pg-229-230) 90 mm / 110 mm Dia |
| 35 | Providing & fixing of following Castiron double flanged sluice valves as perI.S.:14846-2000 fitted with cast iron capincluding jointing & testing with cost ofjointing material such as bolts, nuts, rubber insertions etc. all complete 8.1/11180 mm dia., PN 1.0 |
| 36 | 100 mm dia., PN 1.0 |
| 37 | 150 mm dia., PN 1.0 |
| 38 | Construciton of Brick masonary valve chamber with 20 cm thick wallin 1:6 CM with 12 mmthick 1:4 Cement Plaster and base course 10 cmthick in M-15.Inside Dimensions 90x60x100cm with Heavy Duty SFRC chamber cover with frame size 130 cm x 100 cm x 10 cm including cost of materials, labour etc complete ,USOR Amdt-II item 17.46.2. |
| 39 | Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming (As per PHED USORin force from 03/07/2018Item No. 16.10pg-208) |
| 40 | Providing & Laying Mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centring & shuttering1:2:4 (M-15) As per PHED USORin force from 03/07/2018Item No. 16.23 (a. ii)pg-210) |
| 41 | (D) OHT/ESR-Design, Drawing, construction, testing and commissioning ofElevated Service ReserviourOver Head Tank (ESR / OHT) with all necessary fittings as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. complete turnkey job for following capacity with staging height from GL. (PHED USOR 2nd ADDENDUM, Issued vidorder no.254 dt 06.08.2020 P.No.14 Item26.1.1) 75 Kilo Litres 15 mt. Staging |
| 42 | (D) OHT/ESR-Design, Drawing, construction, testing and commissioning ofElevated Service ReserviourOver Head Tank (ESR / OHT) with all necessary fittings as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. complete turnkey job for following capacity with staging height from GL. (PHED USOR 2nd ADDENDUM, Issued vidorder no.254 dt 06.08.2020 P.No.14 Item26.1.1) 100 Kilo Litres 12 mt. Staging |
| 43 | (D) OHT/ESR-Design, Drawing, construction, testing and commissioning ofElevated Service ReserviourOver Head Tank (ESR / OHT) with all necessary fittings as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. complete turnkey job for following capacity with staging height from GL. (PHED USOR 2nd ADDENDUM, Issued vidorder no.254 dt 06.08.2020 P.No.14 Item26.1) 50 Kilo Litres 12 mt. Staging |
| 44 | (E) SITE DEVELOPEMENT:- -Providing and laying factory made machine pressed precast cement concrete interlocking paver block of any shape and size conforming to IS:15658- 2006 and ISI marked of 60 mm thickness, M-30 grade with grey cement and pigment all as specified. Made by block making machine with strong vibratory compaction, laid in required colour and pattern over and including 50mm thick compacted bed of stone dust, filling the joints with sand etc. all complete as per the direction of Engineer-in-Charge. As Per PWD buliding SOR 2020 vol 1- in force from 01/12/2020 11.66 - Pg no 325 |
| 45 | Supplying and filling in plinth with hard muram/hard copra under floors including watering ramming cosolidating in layers not exceeding 20cm in depth and dressing complete. As Per PWD buliding SOR 2020 vol 1-in force from 01/12/2020 Item No.2.28 pg-26) |
| 46 | (F) BOUNDRY WALL with GATE (3.0X1.75M) - Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) - All kinds of soil As per PWD SORin force from 01/12/2020 Item No.2.6 pg-13) |
| 47 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed. - Ordinary rock As per PWD SORin force from 01/12/2020 Item No.2.7.1 pg-13) |
| 48 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Thermo-Mechanically Treated bars.(TMT)As per PWD SORin force from 01/12/2020 Item No5.16.6pg-79) |
| 49 | Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement : As per PWD SORin force from 01/12/2020 Item No.5.2.1pg-75)M 20 -Grade Concrete |
| 50 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level.As per PWD SORin force from 01/12/2020 Item No.5.9.2.1 pg-76) |
| 51 | Lintels, beams, girders, bressumers and cantilevers. - Coping sides.As per PWD SORin force from 01/12/2020 Item No.5.9.5pg-77) |
| 52 | Foundations, footings, bases of columns, etc. for concrete up to plinth level. Footing& Column As per PWD SORin force from 01/12/2020Item No.5.9.1pg-76) |
| 53 | Columns, Pillars, Piers, Abutments, Posts and Struts .As per PWD SORin force from 01/12/2020 Item No.5.9.6pg-77) |
| 54 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :With 20mm nominal size graded stone aggregate.Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10)As per PWD SORin force from 01/12/2020 Item No.4.1.1.4pg-38) |
| 55 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters,columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. up to floor two level, excluding the cost of centering, shuttering and finishing : With 20mm nominal size graded stone aggregateAs per PWD SORin force from 01/12/2020 Item No.4.2.1.2pg-39) M 20 - Grade concrete - Coping |
| 56 | Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg / cm2 and water absorpt ion not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete. Cement Mortar 1:6 (1 cement : 6 sand) As per PWD SORin force from 01/12/2020 Item No6.6.2pg-109) |
| 57 | 12 mm cement plaster of mix : 1:6 (1 cement : 6 sand)As per PWD SORin force from 01/12/2020 Item No13.1.2pg-397) |
| 58 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).As per PWD SORin force from 01/12/2020 Item No13.55.1pg-406) |
| 59 | Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.As per PWD SORin force from 01/12/2020 Item No2.24pg-18) |
| 60 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete.for 3.0 x 1.75 m GATE of boundry wall.As per PWD SORin force from 01/12/2020 Item No10.2pg-278) |
| 61 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture..As per PWD SORin force from 01/12/2020 Item No13.69.pg-409) |
| 62 | (G)SUMP WELL-Design,drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars Complete turn key job for following capacities :- 40 KL. (PHED USOR 2nd ADDENDUM, Issued vide order no.254 dt 06.08.2020 P.No.17 Item26.2.1) |
| 63 | SUMP WELL-Design,drawing, construction, testing and commissioning of GSR/Sumpwell of following capacities with all necessary fitting and accessories as mentioned in the relevant chapter of USOR, IS codes and departmental circulars Complete turn key job for following capacities :- 20 KL. (PHED USOR 2nd ADDENDUM, Issued vide order no.254 dt 06.08.2020 P.No.17 Item26.2-1) |
| 64 | (H)BRICK MASONRY PUMP HOUSE-Design and construction of framed brick masonry pump house over the sump with all necessary fitting and requirement as mentioned in relevant chapter of USOR IS codes anddepartmental guidelines .Completeturn key job.(PHED USOR 2nd ADDENDUM, Issued vide order no.254 dt 06.08.2020 P.No.18 Item26.3) |
| 65 | (J) HOUSEHOLD CONNECTION -Providing and making Consumer Service Connection (Functional House Hold Taps Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as Electro fusion Saddle, brass fenule (Not less than 100 gm in weight)/MDpE ferrule/flow control valve, double compression elbow. male/female threaded adopter with metal insert, sockets. MDPE union 20mm dia,iGl union I 5 mm dia (medium class). brass/SS rap etc all complete and all items/fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required , refilling the trenches and restoration of road with minimum M-20 (l:1.5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer ) .construction of Platform and grouting of circular post neat finished as per the drawing attached, testing all complete items. (PHED USOR 2nd ADDENDUM, Issued vide order no.254 dt 06.08.2020 P.No.04&05 Item17.41) For connection with 20 mm dia MDPE pipe more than 5 mtr & upto 10 mtr andROAD(Other than Concrete Road ) CROSSING is necessary.USOR - Amdt - II(17.41.5 /P-4-5) |
| 66 | For connection with 20 mm dia MDPE pipe more than 5 mtr & upto 10 mtr andCONCRETE ROAD CROSSING is necessary.USOR - Amdt - II(17.41.2 /P-4-5) |
| 67 | (F)WATER DISINFECTION SYSTEM- Supply, delivery, erection and commissioning of the micro processor based water disinfection equipment using silver ionization process based on Oligodynamic technology as per detailedspecifications mentioned inthe NIT,10000LPH |
| 68 | (K)WATER DISINFECTION SYSTEM- Supply, delivery, erection and commissioning of the micro processor based water disinfection equipment using silver ionization process based on Oligodynamic technology as per detailed specifications mentioned inthe NIT, 15000LPH |
| 69 | (L) INFORMATION BOARD- Fabrication, Providing and fixing of typical information board of size 1.50mX0.90m made out as detailed below-l. Tow vertical support (post) made out from ISA angle50.X50X6mm this shall be minimum 0.75m below GL and 2.25m above GL. The vertical post shall be erracted on450mmX450mmXl000mm foundation blocks (250mm above GL and 750mm below GL) made of cement concrete 1:2:4.2. The board shall be fabricated from l.6mm thick MS sheet of size1.50mX0.90m, The frame of board shall be fabricated with angleISA 40X40X6 cross member support from\"behind and flat 20X5mmsupport all around board.3. Whole structure shall be painted by standard color with lettering, border, heading, and logo etc using synthetic enamel paint of superior quality including supply, welding, excavation, concreting, painting of base, border and lettering, painting and other required details etc complete as directed by Engineer in charge.Item No. 17.48 pg 32 of 42as per Amend 06 |
| 70 | (M)WATER LEVEL INDICATOR-Providing and installation of automatic water level indicator for supervisory control cum auto on/off of motor pump assembly inclusive of control panel ,500 mtr long 2 core ,4 pair cable for small rural water supply scheme, having source within 500mtr as per approved specification and as directed by Engineer in charge.(In case of lesser length of cable,equivalent amount @ Rs 12 /-per meter of short length will be deducted from above rate) USOR I.No. 17.11 P.No.226 |
| 71 | (N) ELECTRIC WORK- 11 KV LINE ON PCC Pole Using Rabbit Conductor Max Span 70 Mtrsincluding labour complete(As per MPPKVVCL C.S.R. 2021-22 ,COST SCHEDULE - C-1.2 |
| 72 | L.T. LINES 1 PHASE 3 WIRE ON PCC SUPPORT USING Aerail BunchedXLPECable WITH MAXIMUM SPAN OF 50 METER.2 x 35 + 1 x 16 sq. mm (Insulated nuetrel massenger) (SCHEDULE Ref. D-3.2 of MPPKVVCL for Sor - 2021-22) |
| 73 | L.T. LINES 3 PHASE 5 WIRE ON PCC SUPPORTS USING 1100 Volts Grade A.B. Cable 3 X 25+1x16+1x35 Sq.mm.XLPEWITH MAXIMUM SPAN OF 50 METERS C.S.R.- MPPKVVCL2021-22 ,COST SCHEDULE - D-2.2 |
| 74 | 25 KVA Distrubution Trasformer including labour complete (As per MPPKVVCL SOR Rate)C.S.R.- MPPKVVCL 2021-22 COST SCHEDULE E-1.1 |
| 75 | Tapping DP Structure on PCC poles including labour complete C.S.R.- MPPKVVCL2021-22 COST SCHEDULE - C-5.2 |
| 76 | 11 K.V. DP Structure on 140 kg. 8.0 mtr. Long PCC Poles for straight line. (SCHEDULE Ref. C-5.1 of MPPKVVCL for Sor - 2021-22) |
AI Tender Summary
Tender Timeline
Sep 15, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 01, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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