Renovation of WTA of Merra Govt Owned Major RLI Scheme at G.P.- Jogardanga, Mouza-Merra, JL No-374, Plot No-859, Block-Garhbeta-II in the District of Paschim Medinipur under Midnapore (AM) Division under Core-Sector (SSM) 2025-26.

Laying of WTA at Merra Govt Owned Major RLI Scheme at G.P.- Jogardanga, Mouza-Merra, JL No-374, Plot No-859, Block-Garhbeta-II in the District of Paschim Medinipur under the Executive Engineer (AM), Midnapore (AM) Division under Core-Sector (SARASARI MUKHYAMANTRI) Program for the Financial Year 2025-26.,Project ID-WI252647594S000. ( Please see the details in WTA)

Procurement of Material at Merra Govt Owned Major RLI Scheme at G.P.- Jogardanga, Mouza-Merra, JL No-374, Plot No-859, Block-Garhbeta-II in the District of Paschim Medinipur under the Executive Engineer (AM), Midnapore (AM) Division under Core-Sector (SARASARI MUKHYAMANTRI) Program for the Financial Year 2025-26.,Project ID-WI252647594S000. ( Please see the details in POCUREMENT OF MATERIAL)

Supply of Field Level Material at Merra Govt Owned Major RLI Scheme at G.P.- Jogardanga, Mouza-Merra, JL No-374, Plot No-859, Block-Garhbeta-II in the District of Paschim Medinipur under the Executive Engineer (AM), Midnapore (AM) Division under Core-Sector (SARASARI MUKHYAMANTRI) Program for the Financial Year 2025-26.,Project ID-WI252647594S000. ( Please see the details in FIELD LEVEL MATERIAL)

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Laying of WTA at Merra Govt Owned Major RLI Scheme at G.P.- Jogardanga, Mouza-Merra, JL No-374, Plot No-859, Block-Garhbeta-II in the District of Paschim Medinipur under the Executive Engineer (AM), Midnapore (AM) Division under Core-Sector (SARASARI MUKHYAMANTRI) Program for the Financial Year 2025-26.,Project ID-WI252647594S000.

Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.

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 :

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).

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 charge for replacement of damage PVC. Pipe of any length in the Pipe line of HDTW 1 MDTW 1 RLI with new piece/s of pipe after taking out the damage pipe/s from the existing pipe line by cutting with hacksaw and joining the new pipe/s with the existing pipe line using necessary couplers after roughening up surface with wire brush, emery paper and applying the solvent cement (cost inclusive) to make the joint leakproof (pipe & couplers to be supplied departmentally) including transporting departmentally issued pipe/s, couplers etc. from Sub-Divisional Store to the Site all complete as per directionof Engineer-in-Charge. (ii) 200 mm dia. P.V.C. Pipe line

(iv) 140 mm dia. P.V.C. Pipe line

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. (xxiv) 300 mm. dia. 600 mm. Long ERW pipe, both end to be flanged and welded..

(xxviii) 150mm. dia. C.I. sluice valve.

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

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 Merra Govt Owned Major RLI Scheme at G.P.- Jogardanga, Mouza-Merra, JL No-374, Plot No-859, Block-Garhbeta-II in the District of Paschim Medinipur under the Executive Engineer (AM), Midnapore (AM) Division under Core-Sector (SARASARI MUKHYAMANTRI) Program for the Financial Year 2025-26.,Project ID-WI252647594S000.

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.

140 mm. dia 90 deg (IS. No. 10124/ 88 Part- 8 with latest amendment) bend

140 mm. dia 60deg ( IS No. 10124/ 88 Part- 8 with latest amendment ) bend

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 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.

M.S ERW Pipe 300 mm dia duly ISI certification marked. Length of pipe should be as per I.S 3589/2001 with latest amendements, nominal wall thickness 6.00 mm

300 mm dia MS 90 degree bend both end flanged

150 mm dia GI 90 degree bend both end flanged ISI 1239 GALV-IS 4736

M.S. Shore Manifold as per drawing (Annexure-E) with painting made of 350 mm dia M S ERW Pipe 1 meter long having 3 numbers of 150 mm diameter Inlet and 1 number of 300 mm dia Outlet, all end flange welded, MS ERW Pipe conforming to I S 1239 (Part I)/3589, Medium and M.S.Flange conforming to I S 6392/71 (Table-17 excepting thickness)

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 Merra Govt Owned Major RLI Scheme at G.P.- Jogardanga, Mouza-Merra, JL No-374, Plot No-859, Block-Garhbeta-II in the District of Paschim Medinipur under the Executive Engineer (AM), Midnapore (AM) Division under Core-Sector (SARASARI MUKHYAMANTRI) Program for the Financial Year 2025-26.,Project ID-WI252647594S000.

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 )

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)

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)

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

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

Total Rs.

Labou Cess 1%

Grand atotal

Say Rs