Repairing and Extension Shyamnagar Major RLI Scheme at Mouza-Shyamnagar, J.L. No.- 90 , Plot No.- 5, G.P.- Bhabanipur, Block-Debra, District- Paschim Medinipur under Midnapore(A-M) Sub-Division Under Non-Plan Programme 2025-26.

Laying of WTA at Shyamnagar Major River Lift Irrigation (R.L.I.) Scheme at Mouza-Shyamnagar, J.L. No.- 90 , Plot No.- 5 ; G.P.- Bhabanipur ; Block-Debra ; District- Paschim Medinipur under Midnapore(Agri-Mechanical) Sub-Division within Midnapore (A-M) Division, Paschim Medinipur Under Non-Plan Programme 2025-26. ( Please see the details in WTA)

Procurement of Material at Shyamnagar Major River Lift Irrigation (R.L.I.) Scheme at Mouza-Shyamnagar, J.L. No.- 90 , Plot No.- 5 ; G.P.- Bhabanipur ; Block-Debra ; District- Paschim Medinipur under Midnapore(Agri-Mechanical) Sub-Division within Midnapore (A-M) Division, Paschim Medinipur Under Non-Plan Programme 2025-26. ( Please see the details in POCUREMENT OF MATERIAL)

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Laying of WTA at Shyamnagar Major River Lift Irrigation (R.L.I.) Scheme at Mouza-Shyamnagar, J.L. No.- 90 , Plot No.- 5 ; G.P.- Bhabanipur ; Block-Debra ; District- Paschim Medinipur under Midnapore(Agri-Mechanical) Sub-Division within Midnapore (A-M) Division, Paschim Medinipur Under Non-Plan Programme 2025-26.

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.

Sand filling in foundation or plinth in layers not exceeding 15 cm. as directed and consolidating the same by thorough saturation with water and ramming complete, including the cost of supply of sand. a) With local sand.

Single brick flat soling of picked Jhama bricks including ramming and dressingbed to proper level and filling joints with powdered earth or 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 in cement mortar (1 : 6) with first class kiln burnt bricks including racking out joints, scaffolding and other incidental works etc. complete. (a) In foundation and plinth

12.5 cm. thick 1st class Brickwork in cement mortar (1 : 4) in ground floor including, scaffolding, racking out joints etc. complete.

Hire and labour charges for shuttering with centreing 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 fittinhg, fixing and striking out after completion of works (Upto roof of ground floor). 25 mm. to 37.5 mm. thick wooden shuttering.

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 as necessary at ground floor. (a) with cement mortar.(I) 15 mm. thick plaster.(1:6)

Neat cement punning about 1.5 mm. thick in wall dado, floor, drain, door and window sill etc. Complete.

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

(v) 315 mm dia. P.V.C. Pipe line

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

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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 Shyamnagar Major River Lift Irrigation (R.L.I.) Scheme at Mouza-Shyamnagar, J.L. No.- 90 , Plot No.- 5 ; G.P.- Bhabanipur ; Block-Debra ; District- Paschim Medinipur under Midnapore(Agri-Mechanical) Sub-Division within Midnapore (A-M) Division, Paschim Medinipur Under Non-Plan Programme 2025-26.

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

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

C.I Alfa Alfa valve 150 mm dia C-type ( G.I Cover Plate with Boss and 8 Nos Nut & Bolt.)

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

Nuts & Bolts M.16x65 mm

Rubber Insertion (for raised surface of Flange as per IS-6392) 150mm.dia (Table -5) (as per sample)

Total Rs.

Labou Cess 1%

Grand atotal

Say Rs