Tender For Water Supply Scheme Under Major Head / Sh:- Construction Of Pump House Including Other Allied Works Against Replacement Dtw Scheme At Kamalakanta Para Under Trishna V.C. Under Rajnagar Rd Block Within The Jurisdiction Of Dws Sub-Division B
Tender Overview
Project Description
Tender for Water Supply Scheme Under Major Head / Sh:- Construction Of Pump House Including Other Allied Works Against Replacement Dtw Scheme At Kamalakanta Para Under Trishna V.C. Under Rajnagar Rd Block Within The Jurisdiction Of Dws Sub-Division Barpathari During The Year 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.a) all kinds of soil |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.-All kinds of soil |
| 3 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level: |
| 5 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 6 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement--All work upto plinth level:a)1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size) |
| 8 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-a) 1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size) |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-i) 1 : 2 : 4 ( 1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size) |
| 10 | First class brick work in foundation and plinth including cost of all materials as required complete:-i) In Cement mortar 1:6 ( 1 cement : 6 fine sand ) |
| 11 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 12 | Extra for brick masonry work in triangular, square and rectangular pillars including cost of all materials as required complete. |
| 13 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-i) In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 14 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.Thermo-Mechanically Treated bars of grade Fe 500D or more. |
| 15 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 16 | Foundations, footings, bases for columns etc. for mass concrete with timber plank. |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank. |
| 19 | Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required. |
| 20 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete |
| 21 | i) 25 mm thick with 12.5 mm well burnt brick aggregate |
| 22 | ii) 40 mm thick with 20 mm well burnt brick aggregate |
| 23 | Providing and fixing corrugated G.S. Sheet roofing fixed with polymer coated J or L hooks 8 mm diameter, bolts and nuts 6 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with lead and including a coat of approved steel primer and two coats of approved epoxy paint on overlapping of sheets complete (upto a pitch of 60 degrees) over a built structure including all types of necessary scaffoldings etc. but excluding the cost of the purlins, rafters and trusses etc.as per clauses of Chapter - 12 of CPWD specification.i) 0.63 mm thick with zinc coating not less than 275 gm / m2 |
| 24 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. completei) with mild steel tubes Hot finished welded (HFW) type medium class. |
| 25 | Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying apriming coat of approved steel primer complete as required:-i) GI pipes |
| 26 | 12 mm cement plaster of mixi.) Cement mortar 1:6 ( 1 cement : 6 fine sand ) |
| 27 | 15 mm cement plaster on the rough side of single or half brick wall of mix:i. Cement mortar 1:6 ( 1 cement : 6 fine sand ) |
| 28 | 6 mm cement plaster in single layer finished with a floating coat of neat cement, curing and a thick coat of lime wash on top when dry on wall bearings for RCC slabs and beams complete.i. Cement mortar 1:3 (1 cement : 3 fine sand) |
| 29 | Neat cement punning |
| 30 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :a) New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 31 | Finishing with Epoxy paint ( two or more coats) of approved brand and manufacture at all locations prepared and applied as per manufacturer's specification including appropriate priming coat, preparation of surface etc. complete [Payment shall be made after submission of Test Certificate issued by the Manufacturer]. |
| 32 | a) On steel work. |
| 33 | b) On concrete work |
| 34 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.a) Fixed to steel windows by welding. |
| 35 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 36 | Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge.For G.I. / C.I. / D.I. pipes in new work a) In all kinds of soilii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 37 | Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in -charge.i. 100 mm dia Ductile Iron Class K-7 pipes. Please Enable Macros to View BoQ information |
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