INSTALLATION OF ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI, BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER CORE-SECTOR 2025-26.

Construction of Pump House at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26. ( Please see the details in PH)

Internal Wiring of Pump House at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26. ( Please see the details in IW)

Laying of WTA at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26. ( Please see the details in WTA)

Procurement of Material at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26. ( Please see the details in POCUREMENT OF MATERIAL)

Supply of Field Level Material at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26. ( Please see the details in FIELD LEVEL MATERIAL)

Energization at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26. ( Please see the details in ENERGIZATION)

Formation of WUA at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26. ( Please see the details in WUA)

Percentage BoQ

BoQ_Ver4.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Construction of Pump House at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26.

Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, within a lead of 75 m as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1500 mm.

Filling in foundation or plinth by Silver sand in layers not exceeding 150 mm as directed and consolidated the same by through saturation with water ramming complete including the cost of supply of sand. B) Do by Fibe sand

Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Ordinary Cement concrete (Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes. (a) Pakur vareity .

Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

(b) In superstructure ground floor

Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge.

Ordinary Cement concrete (Mix1:1.5:3 ) with graded stone chips (20 mm. nominal size) excluding shuttering and re-inforcement if any, in ground floor.as per relevant IS code a) With local hard black stone variety chips(crusher broken) In ground floor :

Reinforcement for reinforced concrete work in all sorts of structure including distribution bars. Stirrups, binders etc. Including supplynof rods,initial straightening of bend bars excluding coil bars and removal of loose rust (if necessary) cutting to requisite length, hooking, bending to correct shape, placing in proper position and binding with 16guage. black annealed wire at every inter section complete as per drawing and direction. a) For works in foundation , Basement up to roof of ground floor/ up 4 mtr (i) For Tor steel / mild steel

125mm thick Brickwork with 1st class in cement mortar (1 : 4) in ground floor.

M.S. gate of jail type as per approved design made of strong MS frame work inter midiate stifferners and round/square bars of angles MS sheet (not less than 14 gauge) gussets, cleats etc including necessary riveting, bolting, welding, locking and hanging arrangement, fitting, &fixing complete as per direction of Engineer-in-charge in ground floor.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners, as directed and racking out joints or roughening of concrete surface including throating, nosing and drip course ,scaffolding and stagging where neccesary (ground floor)(excluding cost of chipping over the concrete surface) (i) with cement mortar.(1:6) (b) 20mm thick plaster

(c) 15mm thick plaster

(ii) with cement mortar.(1:4) (c) 10 mm thick plaster.(1:4)

Artificial stone in floor, dado,staircase etc. with cement concrete (1:2:4) with stone chips laid in panels as directed topping made with ordinary or white cement (as neccesary) andmarble dust in proportion (1:2) including smooth finishing and rounding of corner including racking out joint or roughening of concrete surface and application of cement slurrybefore flooring works using cement @ 1.7 kg/ Sqm all complete including all materials and labour in ground floor . . (ii) 25mm thick.

Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete. (NB 0.152cum per 100sqm)

R.C.Ventilator with (1:2:4) cement concrete as per design or direction of Engineer-in-charge, including fitting, fixing complete with mending damages (20mm. thick).

Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete UPVC Pipe, 110 mm. Dia

c) Bend 87.5 degree (i) 75 mm. Dia

White washing including cleaning and smoothening surface thoroughly. a) All floor. (b) Two coats (to be done on specific instruction).

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification. ii) b) Two coats

Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.

Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary.b) On steel or other metal surface : With other than high glose of approved quality iv) Two coats (with any shade except white).

Suppling 1 mtr x 0.6 m x 24 swg MS board contaning list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house.

Painting block letters or digits in Black Japan or any approved paint as per direction. f) Size above 10 cm. and upto 12.5 cm.

Supply of Sal Sleeper (6"x4"x3')

Total Rs.

Carriage charge onevery item excluding Earth work

Sub-Total Rs.

Add GST @ 18%

Sub-Total Rs.

Labour welfare Cess @1%

Grand Total Rs.

Say Rs

Percentage BoQ

BoQ_Ver4.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Internal Wiring of Pump House at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26.

Supplying and fixing Sheet steel 15/16 A, 240V DP with fuse on L&N Main Switches on flat iron frame on wall (Havells/Standard ) including mending good the damage for light circuit of pump house.

Wiring in 1.1 KV grade single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) including necessary PVC clips, fittings etc. c) 2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm)

Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips, fittings etc. to light/fan/call bell point with piano key type switch (Anchor make) fixed on sheet steel fabricated switch board with Perspex/bakelite top cover on wall incl. necy. connections and making earthing attachment and mending good damages to building works. [PVC casing-capping and Switch board both on surface] b) Average run 6 mtr

Distribution Wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips, fittings etc. to 5A 3 pin flush type plug socket with piano key type switch (Anchor make) fixed on sheet steel fabricated CRC MS switch board with bakelite/perspex (wall matching color) top cover of 3 mm thick flushed in wall by housing the board after cutting brick wall incl. necy. connection making earthing attachment, painting and mending good damages to building works [PVC casing-capping and plug box both on surface] a) On Board

Supply & Fixing angular batten holder(Anchor) on 75mm dia PVC round block/round bakelite on wall/ceilling.

Supplying & Fixing bulk head light fitting (Havells make) with die cast aluminium housing & frosted glass on wall/ceiling incl. S&F 8 watt CFLlamp complete set.

Fixing only 63A/100A, 415V, TPN sheet steel Main Switch (Rewirable type) on flat iron frame/Angle iron frame on wall.

Fixing only MS sheet metal 63A/100 Amps, 4 bars busbar Chamber on angle iron frame on wall.

Fixing only 32 A, 415V TPN Sheet Steel Main Switch (Rewirwable type)/ Change over on Angle Iron Frame on wall

Fitting & fixing only 10 HP Star- Delta Pump Controller/ Starter for 10 HP motor on Angle iron frame on wall.

Supplying,, Fixing only Voltmeter/Ammeter/Energy meter with screws & other fixing materials incl. making necessary holes and connections Ammeter-2, Voltmeter-1

Supplying, fitting and fixing of Power Indicator Lamp set complete ( 3 nos of lamps Red, Yellow, Blue) with necessary connection).

Supplying and Drawing with 1.1 KV, PVC flexible 'FR' cables copper conductor conforming to IS 694 in suitable size with fitting and fixing on wall/Kiosk Box, including making necessary connection to the pre-fixed devices with all necessary accessories like saddle, screw, clips, gland, socket etc. conforming to lEE regulation and as per direction of EIC. (Brand: Gloster/Havells/Finolex) (i) 4Cx 16 sqmm Copper cable conforming to IS 694 in [63 A TPN switch to Busbar]

(ii) 3C X 10 sqmm copper cable conforming to IS 694 [Busbar to 32 A. TP Main switch and 32 A TP switch to Motor starter]

(iii) 2 X 3C X 4 sqmm copper cable conforming to IS 694 in 32 mm GI conduit (lSI Medium quality) I Star-Delta Motor starter to Motor]

Earthing with 50 mm (2") dia Galvanized iron pipe 3.64 mm thick X 3.04 mtr.(10ft) long and 1X4 SWG G.I.(Hot Dip) Wire (4 mtr. Long ) 13 mm (1/2") dia X80 mm (3") long G.I. Bolts, double nuts and double washer including S&F 15 mm dia G.I. Pipe protection (1 mtr) long to be fitted with bitumen partly under the ground level and partly above the ground level driven to an average depth of 3.56 mtr. (12") below the ground level and restoring the surface duly rammed for Soft/Morrum soil by ISI-Medium G.I. Pipe and Supplying and fixing earth bar of galvanized M.S. Flat 25 mm × 6 mm on wall having clearance of 6 mm. from wall including providing drilled holes (on busbar) about 3 cm. apart complete with G.I. bolts, nuts, washers etc. as required for tapping.

Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages. i) No 10 SWG (Earth Busbar to Every Equipment)

Supply & Fixing EI danger board on wall 20 cm x 30 cm (8"x12") in two distinguishing position in the door of pump house (outside) and at the palce of panel board

Supplying fitting & fixing of shock treatment chart (Bengali) in a wooden frame with brass.

Insulation testing of internal wiring of Pump House/Kiosk Box including wiring of electric Motor & other ancilary equipments by means of Megger

Transportation of Diesel Engine pumping set / Electro-Motor pumping set for Major R.L.I. of any make/brand with necessary fixtures viz. M.S. bend, M.S. Pipes, Rubber Hose Pipe, Manifold, Surge tank, foot valve, non-return valve, tail piece, hose clamp, sluice valve, priming chamber etc. over Pucca/Kancha road from Sub-Divisional Store to worksite excluding loading at the lifting point and unloading at the delivery point. B. For Electro Motor. (a) Carriage by Road : (i) Distance upto 50 km.

(b) Distance beyond 50 km. Additional 25 km

Loading of Electro Motor pumping set of any make of 200 cubic metres per hour (m3/hr) capacity with necessary accessories and fixtures viz. M.S. Bend, M.S. Pipes, Rubber Hose, Manifold, Surge Tank, Foot Valve, non-return valve, sluice valve etc. by any means into the following transport at lifting point having a lead of 100 metre and unloading the same at distination and stacking the same properly at a distance of about 100 metre complete as per direction of Engineer-in-Charge. (i) Truck (WRDD Chapter 8.00, Item: 23.)

Installation of Diesel Engine /Electromotor Pumping set of any make / brand and for RLI scheme on pump foundation over SAL sleeper (to be supplied departmentally) by fixing nuts and bolts and making connection of suction hose and foot valve with necessary fittings at the inlet end of the water pump and fitting fixing of 90° M S priming bend, sluice valve and delivery hose with all necessary fittings at the delivery end of the water pump, duly connected with the pipe line, maintaining proper alignment and level including cutting holes on the wall of the pump house where necessary, mending good damages after completion of the works as per direction of Engineer-in-charge. (Pump set and all accessories will be supplied departmentally). for i) Midi.

Total Rs.

Add @ 4% Carriage (except earth work)

Sub-Total Rs.

Add GST @ 18%

Sub-Total Rs.

Labour welfare Cess @1%

Grand Total Rs.

Say Rs

Percentage BoQ

BoQ_Ver4.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Laying of WTA at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26.

Earthwork in excavation of foundation trenches or drains in all sorts of soil (including mixed soil but excluding laterite and sand stone), including removing, spreading or stacking the spoils, within a lead of 75 m as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1500 mm.

Earthwork in excavation of field trenches as per designed section & alignment for laying of pipe lines(PVC,RCC,ACP etc.) upto a depth of 1500 mm in all sorts of soil including removing, spreading or stacking extra earth as directed.The item includes necessary trimming the sides of trenches, levelling,dressing and ramming the bottom as required complete.

Laying of P.V.C. pipes of different diameters within field trenches in curve / straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge. b) 200 mm dia PVC Pipe

c) 140 mm dia PVC Pipe

Supplying HDPE (Materials grade PE-80) pipes conforming to IS 4984- 1995 with latest revision & amendments if any with necessary HDPE specials (excluding cost of CIDF valves) including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future. i) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves.. 200 mm Dia HDPE Pipe

Earth work in filling in trenches after laying pipe lines (PVC,RCC,ACP etc.) with good earth obtained from excavation of field trences in layer not exceeding 225 mm , including watering & ramming etc. layer by layer complete. (payment will be made on the basis of measurement of finished quantity of work)

Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand

Single brick flat soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Ordinary Cement concrete (Mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(a) Pakur vareity .

Ordinary Cement concrete (Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement , if any, in ground floor as per relevant IS codes.(a) Pakur vareity .

Hire and labour charges for shuttering with centering and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). 25 mm. to 30 mm. thick wooden shuttering as per decision & direction of Engineer-In-Charge.

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape,placing in proper position and binding with 16 gauge black annealed wire at every inter-section, complete as per drawing and direction. For works in foundation, basement and upto roof of ground floor / upto 4m. Tor steel/Mild steelI. other manufacturere not specified ( i)For foundation Blocks of Water Distribution System

Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (c) 15 mm thick plaster

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m.

Erection, fitting, fixing of set of M S Quadruped inlet and outlet pipe fittings for 1st chamber and 2nd chamber of Major RLI Scheme. (Rate inclusive of transportation from departmental store to work site)

Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.w. pipes and accessories including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge. b) 150 mm dia MS/ERW GI Pipe

c) 150mm. dia. C.I. Sluice Valve

d) 100mm. dia. C.I. Sluice Valve

Labour charges for fitting, fixing 150 mm. Dia. Alfa-Alfa valve with 140 mm. dia.P.V.C. pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C.End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete.

Supplying, fitting and fixing including transportation of sign board for identifing the exact location of Major RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm × 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and ward Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soiling. This will include one materials and labour complete as per drawing and direction of EIC.

Testing of pipe line system against leakages by filling the distribution chamber with water and supplying water through the entirepipe line net work for at least 4 (four) hour by running the departmental Diesel Engine pumping set, including supplying necessary fuels & lubricants and hiring and transporting tools and plants all complete as per direction of Engineer-inCharge.

Total Rs.

Add @ 4% Carriage excluding Earth works

Sub-Total Rs.

Add GST @ 18%

Sub-Total Rs.

Labour welfare Cess @1%

Grand Total Rs.

Say Rs

Percentage BoQ

BoQ_Ver4.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Procurement of Material at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26.

UPVC and P.V.C. PIPES & ACCESSORIES UPVC Pipes(Class-I), IS: 4985/ 2000 Certification marked with latest amendments, Ivory Grey, both end plain along with one matching coupler/socket(Class-II) duly IS-10124/1988 marked & required Solvent Cement duly IS-14182/1994 marked for each pipe. Length of each straight Pipe 6mts with tolerance (+)10mm. 200 mm. dia

140 mm. dia

UPVC Pipes(Class-II), IS: 4985/ 2000 Certification marked with latest amendments, Ivory Grey, both end plain along with one matching coupler/socket(Class-II) duly IS-10124/1988 marked & required Solvent Cement duly IS-14182/1994 marked for each pipe. Length of each straight Pipe 6mts with tolerance (+)10mm. (a) 140 mm. dia

Coupler for 200 mm. dia(Class - II) P.V.C. pipe ( extra) I.S. 10124/1988, Part- II

Coupler for 140 mm. dia (Class -II ) P.V.C. pipe ( extra) I.S. 10124/1988, Part- II

200x200x 200 mm dia(Class -II ) . P.V.C. Tee

140x140x 140 mm dia (Class -II ) . P.V.C. Tee

200 x 140 mm dia PVC Reducer(Class-II)

200 x 160 mm dia PVC Reducer(Class-II)

160 x 140 mm dia PVC Reducer(Class-II)

200 mm. dia 600 bend(Class-II) ( IS. No. 10124/ 88 Part- 8 with latest amendment )

140 mm. dia 900 bend (Class-II) ( IS. No. 10124/ 88 Part- 8 with latest amendment )

140 mm. dia 600 bend(Class-II) ( IS. No. 10124/ 88 Part- 8 with latest amendment )

140 mm.dia IS.No.10124/88 Part-4 with latest amendment.PVC End Cap.(Class-III)

200 mm. dia Flange Tail Piece (Class-II) ( IS. No 10124/88 Part- 6 with latest amendment)

160 mm. dia Flange Tail Piece (Class-II) ( IS. No 10124/88 Part- 6 with latest amendment)

200 mm.dia IS.NO.10124/88 Part-4 with latest amendment.PVC End Cap.(Class-III)

Solvent cement extra (Medium duty)

100mm dia PVC Flexible hose pipes ( IS 15265:(2003) with latest amend ment.

MS ITEMS & ACCESSORIES GI (IS 4736) Set for Distribution Chamber ,All material lSI marked (As per appvd. existingdrawing &tech. spec.) . GI (IS 4736) Quadruped set for Midi RLI

150 mm (N.B) & 4.8 mm (Nominal thickness) M.S / GI (IS 4736) . ERW Pipes as per IS 1239(Part-I)/1990 with latest amendments duly welded on Pipe inside & outside with 150 mm diameter M.S GI (IS 4736) Flange as per IS-6392/1971 , Table-17 with latest amendments. Both M.S GI (IS 4736) ERW Pipes & Flanges should be duly ISI certification marked. Length of the flanged Pipes should be 6 metre±10 mm150 mm. dia Galv(IS 4736) .M.S.ERW pipe duly ISI marked with both end flange (6m length)

150 mm dia ISI Marked Sluice Valves Pressure designation P.N.1.6 with hand wheel for water works purpose, CI flanged type conforming to IS: 14846/2000 with latest Amendment No. 1&2 components/Parts of Sluice valves shallbe manufactured from basic materials given in Table I of IS: 14846/2000 with amendment 1&2. The Valves shall be tested for (close end test) against Hydrostatic test requirement.

100 mm dia ISI Marked Sluice Valves Pressure designation P.N.1.6 with hand wheel for water works purpose, CI flanged type conforming to IS: 14846/2000 with latest Amendment No. 1&2 components/Parts of Sluice valves shallbe manufactured from basic materials given in Table I of IS: 14846/2000 with amendment 1&2. The Valves shall be tested for (close end test) against Hydrostatic test requirement.

150 mm dia C.I Alfa- Alfa Valve (type-C) with GI Top Cover Plate with hand wheel o1 no for every 4 nos valve.

100 mm dia 90 0 Galv(IS 4736).M.S. priming Bend with both end flanged

150 mm dia 90 0 Galv(IS 4736). M.S. Bend with both end flange

10 H.P Electro Motor Pump set having capacity of 100 cubic meter per hour discharge at 18 meter total head. The Motor shall be designed for operation at 415 V (+/-10%), 3 Phase, 50 Hz (+-5%), A.C Supply 1440 r.p.m. The Motor shall be TEFC, ISI marked as per IS 12615:2011 with latest amendments thereof.It should be screen protected drip proof, TEFC,Squirrel cage induction Motor with class 'F' insulation as per 15-1271/2012 and suitable for Direct On Line/Star-Delta starting .The Pump ( of size 100 x100 mm) shall be horizontal, single stage, split casing, conforming to ISI specification as per IS-6595(part - I) /2002 with latest amendments thereof. Pump should be directly coupled with Motor and mounted on a common fabricated M.S Base frame duly painted . Minimum efficiency of the pump should be 70%.

Heavy duty rewireable Switch Fuse Units with fuse base and carrier, shall comply with and be tested to the latest IS: 10027-2000 and IS/IEC60947-3 marked with standard 151certification mark and shall have airbreak type contacts which are designed for uninterrupted duties. They shall be triple-pole with neutral link and shall each be fitted with earthing facilities. All live parts shall be efficiently shrouded with insulating materials. The rating of switch fuse units to be supplied are:16A, 32A, 63A & 100A for 3 phase ,415 Volts. Switches shall be of utilization category 23A suitable for the particular application as shown in Table I of IS/IEC 60947-4-1, for electrical motor circuits, unless otherwise specified. 63 Amps 415 volts A.C TPN Main Switch.

Heavy duty rewireable Switch Fuse Units with fuse base and carrier, shall comply with and be tested to the latest IS: 10027-2000 and IS/IEC60947-3 marked with standard 151certification mark and shall have airbreak type contacts which are designed for uninterrupted duties. They shall be triple-pole with neutral link and shall each be fitted with earthing facilities. All live parts shall be efficiently shrouded with insulating materials. The rating of switch fuse units to be supplied are:16A, 32A, 63A & 100A for 3 phase ,415 Volts. Switches shall be of utilization category 23A suitable for the particular application as shown in Table I of IS/IEC 60947-4-1, for electrical motor circuits, unless otherwise specified. 32 Amps 415 volts A.C TPN Main Switch.

Automatic Star Delta Pump motor controllers shall be suitable for operation of submersible electromotor pumps as well as motors for surface lift centrifugal agricultural pump operating at 415V(+%6 to -10%) and 50Hz(±3%) .The equipment shall comply with IS-60947/2000(Part-4, Sec-1)and its latest amendments. Starter shall comprise of overload protective device, main and auxiliary contacts, Single phasing preventer, timer and on/off controls .It shall be of utilization categories suitable for the particular application as shown in Table I of IS/IEC 60947-4-1, for electrical motor circuits unless otherwise specified and display of voltage & current as well as ON-OFF-TRIP position., Suitable for 3 phase 10 HP Motor pump set.

63 Amps, 500 Volts Busbar Unit conforming to latest IS 8623:1993 & IS/IEC: 60947, with detachable front cover and undrilled detachable end plates with 2nos inlet holes of 1.5" size and 4 way/6way outlets, suitable for mounting on wall and designed for uninterrupted duties. The enclosure should be of adequate size to provide minimum clearance as mentioned in technical specification to accommodate 4 nos copper bar with at least 6 nos tap off points of 6mm dia at 30mm apart supplied with requisite brass nuts & bolts equivalent to bore size with spring washer including arrangement of double earthling by 10 SWG GI wires.12 mm thickness busbar (63Amps, 500Volts) chamber 300 mm x 250 mm x105mm in size.

Total Rs.

Labour welfare Cess @1%

Total Rs.

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BoQ_Ver4.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Supply of Field Level Material at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26.

100 mm dia. C.I Foot Valve Flanged type ( 7kgs)

100 mm dia, 2mm thickness, 30mm width Heavy Duty Hose Clamp fitted with bolts & nuts

Supply of Cast Iron Nipple 100 mm dia One end Flange and other end grooved having 8 nos drilled hole in the flange side and 5 nos grooved in the other side overal length (175+15) with 3 coat anticorrossive paint on outer surface (As per sample)100 mm dia C.I Tail piece one End flanged other End Grooved

Supply of Cast Iron Nipple 100 mm dia Both end grooved overal length (225+15) with 3 coat anticorrossive paint on outer surface (As per sample).100 mm dia C.I. combind Tail Piece with adopter both side grooved

Foundation Bolt for Pump Motor Base manufactured from 20 mm n.diameter M.S. Rod as per IS-2062/1992. Total length of the Bolt is 375+10 mm having welded head 80+10 mm in length & 20 mm in n.diameter with Nut & 2 nos Washer . The average weight of such Bolts to be 1.1 Kg per Bolt with tolerance in weight of each Bolt @ +10%.

Foundation Bolt for DC Base manufactured from 20 mm n.diameter M.S. Rod as per IS-2062/1992. Total length of the Bolt is 375+10 mm having welded head 80+10 mm in length & 20 mm in n.diameter with Nut & 2 nos Washer . The average weight of such Bo

G.I (Galvanized ) . Hexagonal Head Bolts & Nuts bearing IS –1363(Part-I)/1992 with latest amendments for Bolts & IS-1363(Part-III)/1992 of product grade-C with latest amendments for NutsProperties/Class for Bolt-4.6& for Nut-4.5. Both Bolts & Nuts are duly ISI certification marked sizes as below. M-20 X 80 mm

Supply of best quality 100 mm dia Foot Valve Leather Washer suitable for 100 mm dia Heavy Foot Valve ( Imperial/Techno).

500mm.dia (Table-5) Compresed Asbestos fibre jointing for Quadruped & Tripod set( for raised surface of Flange as per IS-6392)

Supply of 5 mm thick Rubber Insertion (Table-5/11/17 of raised surface/wirh hole of Flange as per IS 6392/71) made from white rubber sheet reinforced with 2 ply cotton fabric without hole as per IS 638/79 with latest amendment if any , with ISI marked suitable for ISI marked MS Flange.Rubber Insertion( for raised surface of Flange as per IS-6392) 200 mm dia Ruber Insertion(Table-11)

200 mmdia Ruber Insertion(Table-5)

150 mm dia Ruber Insertion(Table-17)

150 mm dia Ruber Insertion(Table-5)

100 mm dia Ruber Insertion (table-17)

80 m dia Ruber Insertion (Table-17)

Total Rs.

Labour welfare Cess @1%

Total Rs.

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BoQ_Ver4.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Energization at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26.

PART-A

PCC Pole 8.0Mtr. Long

PCC Pole 9.0Mtr. Long

WIDE FLANGE BEAM POLE 13 MTR. (1NO)

M S "V" bracket 11 KV for 9 Mtr. Pole

M S "V" bracket 11 KV for 13 Mtr. Rail Pole

M S Top Adopter 11 KV for 9 Mtr. Pole

M S Top Adopter 11 KV 13 Mtr. Rail Pole

M S Channel 100*50*6 mm

M S Channel 75*40*6 mm

M S Angle 65*65*6 mm

M S Flat 65*6 mm

11 KV Polymer Pin Insulator 5 KN

11 KV Polymer Disc Insulator

11 KV Hard Ware Fittings

H T Stay Set

H T Guy Insulator

7/10 SWG H T Stay Wire

L T Stay Set

L T Guy Insulator

7/12 SWG L T Stay Wire

G I Earth Spike

G I Wire 5 mm

ACSR RABBIT 50 Sq. mm Conductor

ACSR WEASEL 30 Sq. mm Conductor

ACSR SQUIRREL 20 Sq. mm Conductor

DTR. 63 KVA

TPGO Isolator Set [ 200 A ]

Lighting Arrester 12 KV

G I Turn Buckle

P.G Clamp

Anchoring Clamp

Suspension Clamp

Eye Hook

Insulating Piercing Connector

L T Distribution Box

Cable (LT AB 1.1 KV) 3CX70+1CX16+1CX50

Total

Sundry @ 5% of Materials

Escallation on material value @ 5%

Total Amount Material Cost (PART-A)

PART-B

H T Survey

Survey of L.T HO Line

Erection of 9 Mtr. Single PCC Pole with fittings but Insulator

Erection of W F B Single PCC Pole with fittings but Insulator

Erection of Single PCC Pole without fittings & Insulator

Erection of Substation on 9 Mtr. Pole D P Structure

Stng. & Sagg. of ACSR RABBIT 50 Sq. mm Cond. 3 Wire

Stng. & Sagg.of 3 Phase LT AB Cable

Grouting of H T Stay Set

Grouting of L T Stay Set

Earthing Complete

Fabrication & fixing of Cardle Guard Bracket on Single Pole

Fabrication & fixing of Cardle Guard Bracket on Double Pole

Fixing of through Lead Wire above 30 Mtr. Upto 60 Mtr.

Erection of 63 KVA DTR.

Fixing of TPGO Isolator

Fixing of Lighting Arrester

Neutral Earthing

Fixing of Anchoring Clamp

Fixing of Suspension Clamp

Fixing of L T Distribution Box

Fixing of 3 Phase Meter with nacessary materials

Sub-Total Rs.

Add GST @ 18%

Total Amount of Labour Cost (PART-B)

Total Amount {Material Cost (PART-A) + Labour Cost (PART-B)}

Labour welfare Cess(material + Labour) @1%

Total Amount

Total payable Supervision Charges [Memo No. 2005634840/Quot/03 of WBSEDCL]

Security Deposit [Memo No. 2005634840/Quot/03 of WBSEDCL]

Grand Total Rs.

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Percentage BoQ

BoQ_Ver4.0

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Formation of WUA at ANDULIA-HUMTIKIRI NEW (E) MIDI RLI SCHEME AT MOUZA-ANDULIA-HUMTIKIRI, J.L.NO.-365, 366, PLOT NO.-32, G.P.-CHAULKURI , BLOCK-SABANG IN THE DISTRICT OF PASCHIM MEDINIPUR UNDER THE EXECUTIVE ENGINEER (A-M) MIDNAPORE (A-M) DIVISION UNDER CORE-SECTOR PROGRAM FOR THE FINANCIAL YEAR 2025-26.

Campaigning in the command area of Mini RLI Sub-project by community workers for mass awareness , capacity building to achieve sustainability of Sub-projects. Cost include wage payment to community workers, transportaton, leaflet etc.

Meeting Cost for WUA formation, cost induding Refreshment, training materials, transport local conveyance, wage payment to community worker, remuneration to resource person and incidental changes

Registration Cost for WUA under suitable act ( Society ) deed writing including registration charge, œnveyance cost & opening of Bank A/C etc.

Livelyhood plan / Micro plan formulation cost for minor irrigation scheme, cost including refreshment, training materials, transport local conveyance, wage payment to communlty worker, remuneration to resource person and incidental charge(rate on meeting )

Meeting and onsite demonstration for operation & maintenance of one Mini RLI, water manangement and mode of collection of water tax, building of corpus fund etc

IEC Materials ( Leaflet, poster, notebook )= 8 meetings, for SL - 2 SL - 4

Documentation Cost for activities of WUA Scheme - by still photography, report booklet etc in both hard and soft copy.

Impact study & monitoring of scheme by site visit of 2 Community workes during 3 years’ period

Total Amount

Say Rs