REPAIRING AND EXTENSION OF W.T.A. AT PRATAPPUR-I DEPARTMENT OWNED and OPERATED MAJOR R.L.I. SCHEME (J.L. NO.- 152, PLOT NO.- 845 , G.P. - MANOHARPUR-I ) UNDER GHATAL BLOCK UNDER GHATAL (A-M) SUB - DIVISION WITHIN MIDNAPORE (A-M) DIV UNDER NP 25-26.

ESTIMATE FOR REPAIRING AND EXTENSION OF W.T.A. AT PRATAPPUR-I DEPARTMENT OWNED and OPERATED MAJOR R.L.I. SCHEME (J.L. NO.- 152, PLOT NO.- 845 , G.P. - MANOHARPUR-I ) UNDER GHATAL BLOCK UNDER GHATAL (A-M) SUB - DIVISION WITHIN MIDNAPORE (A-M) DIVISION UNDER NON-PLAN PROGRAMME 2025-26. ( Please see the details in WTA)

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ESTIMATE FOR REPAIRING AND EXTENSION OF W.T.A. AT PRATAPPUR-I DEPARTMENT OWNED and OPERATED MAJOR R.L.I. SCHEME (J.L. NO.- 152, PLOT NO.- 845 , G.P. - MANOHARPUR-I ) UNDER GHATAL BLOCK UNDER GHATAL (A-M) SUB - DIVISION WITHIN MIDNAPORE (A-M) DIVISION UNDER NON-PLAN PROGRAMME 2025-26.

Earth work in exavation 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 soils including removing ,spreading or stracking extra earth as directrd. The item includesnecessary trimming of side trenches levelling, dressing and ramming the bottom as required complete

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.

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 Pipeline

(ii) 200 mm dia Pipeline

(ii) 140 mm dia Pipeline

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.)

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 1:2:4) 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)

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 per100 sq.m.

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. a) In ground floor including roof.

Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. In ground floor including roof. (a) upto 150 mm. thick

Dismantling R.C. floor, roof, beams etc. Including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars.

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge

Labour charges for fitting, fixing 150 mm. dia. Alfa-AIfa 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.bolts etc. complete.

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

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.

Labour charges for fitting. fixing M.S. Special bend with 160 mm X 200 mm. dia. P.V.C. reducer with the help of flanged tail-piece by joining P.V.C. end of tail-piece and 160 mm. end of reducer with coupler and flanged end of tailpiece and special bend with rubber insertion, nuts and bolts complete.

Labour charges for fitting, fixing 200 mm x 200 mm x 160 mm., 140 mm x 140 mm x 160 mm., 110 mm x 110 mrn x 160 mm. p.v.C.tee with 150 mm. dia. M.S. extension piece by using P.V.C. tail piece.

a) Removing of Chokage due to sludge, mud, sand or any other forign materials deposition from the underground 110/ 140/200/315 mm dia. PVC. Pipe Line with split bamboo,wire brush, coir rope etc. along with suitable cleaning agent as necessary as per direction of E.!'C. (This item includes the cost of earth cutting & back filling of trenches and required materials for chokage cleaning but excluding the cost for replacement & jointing of PVC pipes). i) For 315 mm dia PVC Pipe

Removing of Chokage due to sludge, mud, sand or any other forign materials deposition from the underground 110/ 140/200/315 mm dia. PVC. Pipe Line with split bamboo,wire brush, coir rope etc. along with suitable cleaning agent as necessary as per direction of E.!'C. (This item includes the cost of earth cutting & back filling of trenches and required materials for chokage cleaning but excluding the cost for replacement & jointing of PVC pipes). i) For 200 mm dia PVC Pipe

Repair of puncture/holes of any size in existing PVC. Pipeline of HDTW/MDTW/RLI by placing half round PVC. Pipe section of required size to cover the holesl puncture having adequate bearing on all sides and joining the half round section with solvent cement after roughening the surface with wire brush, emery paper to make the joint leak proof as per direction of Engineer-in Charge (cost inclusive of supplying solvent cement at site and transportation of required length of PVC.Pipe to be issued departmentlly, for cutting half round section, from Sub-Divisional Stores to site) (i) 315 mm dia. PVC. Pipe line

(ii) 200 mm dia. PVC. Pipe line

(iv) 140 mm. dia. PVC. Pipe

Labour charge for replacement of damage PVC. Pipe of any length in the Pipe line of HDTW / MDTW / 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 direction of Engineer-in-Charge. (ii) 315 mm dia. PVC. Pipe

(iii) 200 mm dia. PVC. Pipe

(iii) 140 mm dia. PVC. Pipe

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.

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 high glose of approved quality iv) Two coats (with any shade except white). ( same as priming quantity)

b) 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.

Extra Transportation 4% except Earth Work

Sub-Total Rs.

Add GST @ 18%

Sub-Total Rs.

Labour welfare Cess @1%

Total Rs. (A)

Supply of 315 mm . Dia P.V.C. Pipe Class- I (With a loose matching coupler, Class - II) marking IS No. 4985/ 1988 with latest amendments with free solvent cement. (with CIPET Tested)

Supply of 200 mm . Dia P.V.C. Pipe Class- I (With a loose matching coupler, Class - II) marking IS No. 4985/ 1988 with latest amendments with free solvent cement. (with CIPET Tested)

Supply of 140 mm . Dia P.V.C. Pipe Class- I (With a loose matching coupler, Class - II) marking IS No. 4985/ 1988 with latest amendments with free solvent cement. (with CIPET Tested)

Supply of Supply of 300 mm dia MS plate flange (14 mm thk) 8 nos. of drilled holes equally spaced conforming to IS 6392/71

Supply of Sluice valve ISI marked Ø 300 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.

Sub Total Rs.

Labour welfare Cess @1%

Total Rs. (B)

Grand Total Rs. (A+B)

Say Rs