Renovation of WTA for Bhawnipur (E) Major RLI Scheme at GP-Bhawnipur, Mouza-Bhawnipur, JL No.-2, Plot No-13, Block-Debra in the District of Paschim Medinipur, under the Executive Engineer (AM) Midnapore (AM) Division under SSM (Core Sector) 25-26.

Laying of WTA at Bhawnipur (E) Major RLI Scheme at G.P.-Bhawnipur, Mouza-Bhawnipur, JL No.-2, Plot No.-13, Block-Debra in the District of Paschim Medinipur, under the Executive Engineer (AM) Midnapore (AM) Division under SARASARI MUKHYOMANTRI (Core-Sector) Program for the Financial Year 2025-26.,Project ID- WI252646913S000. ( Please see the details in WTA)

Procurement of Material at Bhawnipur (E) Major RLI Scheme at G.P.-Bhawnipur, Mouza-Bhawnipur, JL No.-2, Plot No.-13, Block-Debra in the District of Paschim Medinipur, under the Executive Engineer (AM) Midnapore (AM) Division under SARASARI MUKHYOMANTRI (Core-Sector) Program for the Financial Year 2025-26.,Project ID- WI252646913S000. ( Please see the details in POCUREMENT OF MATERIAL)

Supply of Field Level Material at Bhawnipur (E) Major RLI Scheme at G.P.-Bhawnipur, Mouza-Bhawnipur, JL No.-2, Plot No.-13, Block-Debra in the District of Paschim Medinipur, under the Executive Engineer (AM) Midnapore (AM) Division under SARASARI MUKHYOMANTRI (Core-Sector) Program for the Financial Year 2025-26.,Project ID- WI252646913S000. ( Please see the details in FIELD LEVEL MATERIAL)

Please Enable Macros to View BoQ information

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 Bhawnipur (E) Major RLI Scheme at G.P.-Bhawnipur, Mouza-Bhawnipur, JL No.-2, Plot No.-13, Block-Debra in the District of Paschim Medinipur, under the Executive Engineer (AM) Midnapore (AM) Division under SARASARI MUKHYOMANTRI (Core-Sector) Program for the Financial Year 2025-26.,Project ID- WI252646913S000.

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) 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 1,500 mm.

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

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

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. Ø 140 mm pipe :

Ø 200 mm pipe :

Ø 315 mm pipe :

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

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. i) With approved graded stone chips (20 mm size).

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. iv) With local hard blackstone variety chips (crusher broken)

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 intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel III. Other Manufacturers not specified

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.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.

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).

Installation / Erection of SurgeTank / Shore manifold (to be supplied from Deptt. free of cost) over a rigid base of Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) of Pakur variety of 1250 mm X 1250 mm X 150 mm. over a single layer of brick flat soling and embedding the legs of the surge tank/shore manifold within the concretebase including cost of all materials and labour and as perdirection of Engineer-in-Charge.

Labour Charges for fitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) 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. (i)(a) 150 mm. dia. ERW pipe.

Labour charges for fitting and fixing 140 mm dia Alfa-Alfa valve with 140 mm dia class-II UPVC riser pipe with the help of flanged PVC tail piece by joining the PVC end of Tail piece and riser pipe with coupler and flanged end of tail piece and flap valve with rubber insertion, nuts and bolts etc. complete.

Supplying fitting & fixing including transportation of signboard identifying the location of scheme (one at road side other at site). The board will be made of 3mm. Thick MS plate fitted & fixed on 50mm GI pipe of IS1239 including cutting welding & writting ( base-yellow, ward-red).Bottom end of the stand pipe will be grouted in 1:2:4 CC on a single brick flat soling

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 including loading at the lifting point and unloading at the delivery point.Distance upto 50 km.B) for Electro motor (a)Carriage by Road ii) Distance up to 50km

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. (i) For Major R.L.I.

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 Bhawnipur (E) Major RLI Scheme at G.P.-Bhawnipur, Mouza-Bhawnipur, JL No.-2, Plot No.-13, Block-Debra in the District of Paschim Medinipur, under the Executive Engineer (AM) Midnapore (AM) Division under SARASARI MUKHYOMANTRI (Core-Sector) Program for the Financial Year 2025-26.,Project ID- WI252646913S000.

UPVC and P.V.C. PIPES & ACCESSORIES 315 mm dia P.V.C pipe class-I ( with a loose matching coupler) marking IS No. 4985/1988 with latest amendments with free solvent cement.

200 mm. dia P.V.C. pipe Class- I ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amendments with free solvent cement.

140 mm. dia P.V.C. pipe Class- I ( with matching coupler ) marking IS No. 4985/1988 with latest amendments with free solvent cement.

140 mm. dia P.V.C. pipe Class-II ( with a loose matching coupler) marking IS No. 4985/ 1988 with latest amendments with free solvent cement.

200X200X200 mm dia P.V.C. Equal Tee with free solvent cement. ISI Marked, IS-10124.

140X140X140 mm dia P.V.C. Equal Tee with free solvent cement. ISI Marked, IS-10124.

315 mm. dia (IS.No. 10124/88 Part- 8 with latest amendment) F.T.P.

200 mm.. dia ( IS. No. 10124/ 88 Part- 6 with latest amendment) F.T.P.

160 mm. dia ( IS. No 10124/88 Part- 6 with latest amendment) F.T.P..

200 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement. ISI Marked, IS-10124.

160 X 140 mm dia.P.V.C. Reducer (Class-II) with free solvent cement. ISI Marked, IS-10124.

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

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

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

200 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.

140 mm. dia IS. NO. 10124/ 88 Part- 4 with latest amendment End cap.

Extra Coupler for 315 mm. dia P.V.C. pipe (extra) IS. 10124/1988 with latest amendments with free solvent cement.

Extra Coupler for 200 mm. dia P.V.C. pipe ( extra) I.S. 10124/1988, Part- II with free solvent cement.

Extra Coupler for 140- mm. dia P.V.C. pipe (extra) I.S 10124/ 1988, Part- II with free solvent cement.

150 mm dia ISI marked P.V.C.Flexible Hose pipe ISI Marked, IS 15265

Extra Solvent cement heavy bodied I.S. 14182-1994 with latest amendments

GI / MS ITEMS & ACCESSORIES G.I. Quadrupped Set and Inlet & Outlet Pipe Fittings, with good quality painting (2 nos. chamber for 1 set) as per annexeure drawing- I for Major RLI & Technical specification. All materials ISI Marked.

Sluice valve ISI marked Ø 150 mm P.N 1.6 with hand wheel for water works purpose, C.I flanged type ISI Marked IS 14846/2000 with latest amendments. Valves shall be tested for (closed end test) hydrostatic test requirement.

C.I Alfa Alfa valve 150 mm dia C-type with GI TOP COVER PLATE asper drawing and specification.

Supply of Galvanized MS flanged pipe ISI marked ( IS : 1239) - ( 150 mm dia. & 4.8 mm thickness) Gal-IS-4736.

ELECTROMOTOR PUMP & ELECTRICAL ACCESSORIES 20 H.P Electro Motor Pump set having capacity of 200 cubic meter per hour discharge at 18 meter total head. The Motor shall be designed for operation at 415 V (±10%), 3 Phase, 50 Cycles per Sec (±5%), A.C Supply 1500 r.p.m. The Motor shall be TEFC ISI marked as per IS 12615 with latest amendments thereof. The Pump ( size 150 x150 mm.) shall be horizontal, single stage, split casing, as per IS-6595/1993 with latest amendments hereof. Pump should be directly coupled with Motor and mounted on a common fabricated M.S Base frame. 20 H.P. ,200 m³/hr, 18 m head.

Supply of 20 HP 3 Phase Electromagnetic star Delta motor controller with 4 pole hevy duty power contractor,single phase preventer normal protective feature, MCB,Indicators,push bottons,ammeter and voltmeter all in IP 54 enclouser of min 16 swg CR stell, 10 tank process powder coat painted asper technical specification.

Total Rs.

Labou Cess 1%

Grand atotal

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 #

Supply of Field Level Material at Bhawnipur (E) Major RLI Scheme at G.P.-Bhawnipur, Mouza-Bhawnipur, JL No.-2, Plot No.-13, Block-Debra in the District of Paschim Medinipur, under the Executive Engineer (AM) Midnapore (AM) Division under SARASARI MUKHYOMANTRI (Core-Sector) Program for the Financial Year 2025-26.,Project ID- WI252646913S000.

M.S. Hose Clamp 150 mm dia heavy duty (As per sample)

Foot Valve 150 mm.dia commercial (Flanged type) confirming IS:4038/1986 with latest ammendment

Foot valve Lather washer 150mm.dia (asper sample)

150 mm NB G.I. 90 degree long priming bend one flange welded and other end ring welded with free baking flange. (As per sample) - ( IS : 1239 )

150 mm NB G.I. - ( IS : 1239 ) 90 degree both end flange. (As per sample) - ( IS : 1239 )

M.S Reducer 200X150 mm both end flanged

Nuts & Bolts (G.I) M 20x80 mm.

C.I. Flanged Tail piece/Nipple 150 mm dia. (As per sample)

150 mm NB CI Combined nipple both end grooved (As per sample)

Foundation Bolt For Distribution Chamber (As per sample)

For Motor Pump Sets (As per sample)

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

Rubber Insertion (for raised surface of Flange as per IS-6392) 300 mm dia( Table-11) (As per sample)

300 mm dia( Table-5) (as per sample)

200mm.dia( Table-11) (as per sample)

200 mm. dia (Table-5) (as per sample)

150 mm.dia (Table -17) (as per sample)

150mm.dia (Table -5) (as per sample)

80 mm.dia (Table-17) (as per sample)

Total Rs.

Labou Cess 1%

Grand atotal

Say Rs