Renovation of Anandapur Govt. Owned and Operated Major RLI Scheme at GP-Monuska-I, Mouza- Anandapur and Baghnala, JL-12 and 23, Plot-337, Block-Ghatal in the District of Paschim Medinipur under Core Sector Program for the Financial Year 2025-2026.

Laying of WTA at Anandapur Govt. Owned and Operated Major RLI Scheme at GP-Monuska-I, Mouza- Anandapur and Baghnala, JL-12 and 23, Plot-337, Block-Ghatal in the District of Paschim Medinipur under the Executive Engineer (AM), Midnapore (AM) Division under Core Sector Program for the Financial Year 2025-2026. ( Please see the details in WTA)

Procurement of Material at Anandapur Govt. Owned and Operated Major RLI Scheme at GP-Monuska-I, Mouza- Anandapur and Baghnala, JL-12 and 23, Plot-337, Block-Ghatal in the District of Paschim Medinipur under the Executive Engineer (AM), Midnapore (AM) Division under Core Sector Program for the Financial Year 2025-2026. ( Please see the details in POCUREMENT OF MATERIAL)

Supply of Field Level Material at Anandapur Govt. Owned and Operated Major RLI Scheme at GP-Monuska-I, Mouza- Anandapur and Baghnala, JL-12 and 23, Plot-337, Block-Ghatal in the District of Paschim Medinipur under the Executive Engineer (AM), Midnapore (AM) Division under Core Sector Program for the Financial Year 2025-2026. ( Please see the details in FIELD LEVEL MATERIAL)

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Laying of WTA at Anandapur Govt. Owned and Operated Major RLI Scheme at GP-Monuska-I, Mouza- Anandapur and Baghnala, JL-12 and 23, Plot-337, Block-Ghatal in the District of Paschim Medinipur under the Executive Engineer (AM), Midnapore (AM) Division under Core Sector Program for the Financial Year 2025-2026.

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. (i) 315 mm dia. Ø 315 mm pipe :

Ø 200 mm pipe :

Ø 140 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. (d) 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.

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, fixing150 mm. Dia. Alfa-Alfa valve with 160mm. dia. P.V.C. riser 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.

Labour charges for fitting, fixing (150 x 200) mm dia M S expander with 200 mm dia UPVC pipe with the help of FTP (flanged tail piece) by joining the PVC end of the tail piece and 200 mm dia UPVC pipe with coupler and flanged end of tail piece and expander with rubber insertion, nuts and bolts etc complete.(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 (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. (xxviii) 150mm. dia. C.I. sluice valve.

(xii) 150 mm. dia. special bend, both ends flanged.

Patch/Doubling works complete with 5 .mm M.S. plate incuding welding, gas cutting,. fitting, fixing complete. (b) Gas cutting of required size of 5 mm thick M.S plate N.S.c channel etc including labour charges hire charges for all tools and plants.

Patch/Doubling works complete with 5 .mm M.S. plate incuding welding, gas cutting,. fitting, fixing complete. ( c ) Electric welding charges of 5 mm M.S plate M.S. channels etc. and other member of the barge including hiring charges of all tools and plants.

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 hi-gloss of approved quality- (iv) Two coats (with any shade except white)

Supplying, fitting and fixing including transportation of sign board for identifying the exact location of MINI RLI scheme (one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 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 words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C.

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.

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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 #

Procurement of Material at Anandapur Govt. Owned and Operated Major RLI Scheme at GP-Monuska-I, Mouza- Anandapur and Baghnala, JL-12 and 23, Plot-337, Block-Ghatal in the District of Paschim Medinipur under the Executive Engineer (AM), Midnapore (AM) Division under Core Sector Program for the Financial Year 2025-2026.

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.

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

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

315 mm. dia (IS.No. 10124/88 Part- 8 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. IS-10124

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

140 mm. dia 90 deg (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.

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

Supply & transportation of GALVANIZED MILD STEEL Shore Manifold as per drawing made of 350 mm dia M S ERW Pipe 1.5 meter long having 3 numbers of 150mm diameter Inlet and 3 numbers of 150 mm dia Outlet, all end flange welded, 150 mm M.S.Flange conforming to IS 6392/71 (Table-17) [Flange Thickness of 150 MM dia-19 mm + 3 mm of raise face] i) M.S Pipes 150 mm(NB) to be used for fabrication of parts will be as per IS:1239(Part-1)/2004 with latest amendments and duly ISI marked of medium class. ii) E.R.W, M.S. Pipe of 350 N.B. (355.6 mm Outside Dia.) used for fabrication will be of IS:3589/ 2001 with latest amendments duly marked with "ISI"certification mark. Thickness of 350 N.B. shall be 5.6 mm. Galvanization: The materials are to be hot dip galvanisedas per IS 4736-1986 only after complete fabrication of materials. No welding is allowed after fabrication. All the materials are to be fabricated as per drawing. Minimum galvanisation coating thickness should be 80micron.

Sluice valve ISI marked Ø 150 mm P.N 1.6 with hand wheel for water works purpose, C.I flanged type conforming to 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. ISI Marked- IS-14846

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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 #

Supply of Field Level Material at Anandapur Govt. Owned and Operated Major RLI Scheme at GP-Monuska-I, Mouza- Anandapur and Baghnala, JL-12 and 23, Plot-337, Block-Ghatal in the District of Paschim Medinipur under the Executive Engineer (AM), Midnapore (AM) Division under Core Sector Program for the Financial Year 2025-2026.

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

150 mm NB G.I. - ( IS : 1239 ) 90 degree bend one end free flange and other end fixed flange. (As per sample) - ( IS : 1239 )

C.I Non return valve flanged end and swing type side bypass arrangement conforming to IS15312(Part-I/2004)with latest arrangement.

M.S Reducer 200X150 mm both end flanged

Nuts & Bolts (GI) M 20x100 mm.

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

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

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