REPAIRING OF W.T.A. AT RANICHAK DEPARTMENT OWNED and OPERATED MAJOR R.L.I. SCHEME (J.L. NO.- 213, PLOT NO.- 3140.3134 , G.P. - RANICHAK ) UNDER DASPUR-II BLOCK UNDER GHATAL (A-M) SUB - DIVISION WITHIN MIDNAPORE (A-M) DIVISION UNDER NP25-26.

ESTIMATE FORREPAIRING OF W.T.A. AT RANICHAK DEPARTMENT OWNED and OPERATED MAJOR R.L.I. SCHEME (J.L. NO.- 213, PLOT NO.- 3140.3134 , G.P. - RANICHAK ) UNDER DASPUR-II BLOCK UNDER GHATAL (A-M) SUB - DIVISION WITHIN MIDNAPORE (A-M) DIVISION UNDER NON-PLAN PROGRAMME 2025-26. ( Please see the details in WTA)

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 #

ESTIMATE FOR REPAIRING OF W.T.A. AT RANICHAK DEPARTMENT OWNED and OPERATED MAJOR R.L.I. SCHEME (J.L. NO.- 213, PLOT NO.- 3140.3134 , G.P. - RANICHAK ) UNDER DASPUR-II BLOCK UNDER GHATAL (A-M) SUB - DIVISION WITHIN MIDNAPORE (A-M) DIVISION UNDER NON-PLAN PROGRAMME 2025-26.

Supplying HDPE (Materials grade PE-100) pipes conforming to IS 4984-1995 with latest revision & amendments if any with necessary HDPEspecials (excluding cost of CIDF valves) including labour charges forearth work in excavation in any kind of soil including mixed soil with boulder,road sub-grade and aits flank but excluding moorum laterite or sand stone / hard rock cutting with chisel required including cutting road flank/ brick pavement etc. without damaging the exisiting telephone/electrical cable line etc.(in case of damage of any type of cable line by the agency at the time of execution necessary damage charge as applicable by the respective authority will have to be brone by the agency at his own cost)upto the depth (av.) so as to maintain 1.10m.earth cushion from top of the pipe upto G.L. including loading unloading carrying lowering laying fitting fixing carefully pipes, valves and specials with the all types of jointing materials in trenches maintaining proper levels and alignment jointing the pipes and specials by butt welding/ adopting suitable method (But weld jointing with help of hydraulic tack and trimming machines, Hitter etc. for reaching at necessary melting point of HDPE pipe so that joint can be monolithic) so as to facilitate the maintenance of pipe line locally as per conventional method in future. (A) Pressure Rating : PN 6 (ii) Laying of pipe line including cost of pipe & fittings/specials but excluding cost of valves

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.

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

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. XXI) 300 mm dia 2250 mm long ERW Pipe both end flanged

(Vii) 150 mm. dia. 90 degree 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.

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.I.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

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%

Grand Total Rs.

Say Rs