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| 1 | A)Sub Head : Site development |
| 2 | 412 Brick solingConstruction of Embankment with Material Obtained fromBorrow Pits Construction of embankment with approved materialobtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. |
| 3 | ii) Flat Brick solingProviding and laying flat brick soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. |
| 4 | iv) Brick edging laid i full brick width.Providing andlaying brick edging onprepared subgrade according to lines, grades and crosssection shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412 |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (notexceeding 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.-All kinds of soil |
| 6 | B)Sub Head : Construction of Intake well |
| 7 | Earthwork in excavation in structrues as per drawing andMoRT & H technical specifications clauses 304 i.e. setting out construction of shoring and bracing , removal of stamps and other deleterioes materials and disposal of to a lead of50 m dressing of side and bottom and backfilling in trences with excavated suitable materials1) ordinary soilA) By manual means |
| 8 | i) upto 3m depth:- |
| 9 | ii) 3 m to 6 m depth |
| 10 | iii)above 6 m depth |
| 11 | 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 |
| 12 | 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. |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level:-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | 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:5.1.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 15 | 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 levelexcluding the cost of centring, shuttering, finishing and reinforcement-5.3.2) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stoneaggregate 20 mm nominal size) |
| 16 | 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-5.2.3) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 18 | Centering shuttering including struttings, propping etc. and removal of form work for:5.9.6.2) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 19 | 5.9.5.1)Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 20 | 5.9.4.2 Suspended floors, roofs, landings,alconies and access platform with 12 mm thick shuttering ply |
| 21 | 5.8.3)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply |
| 22 | First class brick work in foundation and plinth including cost of all materials as required complete:-6.1.3)In cement mortar 1:4 ( 1 cement :4 fine sand). |
| 23 | 12 mm cement plaster of mix.12.1.2) In cement mortar 1 : 4 (1 cement : 4 fine sand) |
| 24 | 15 mm cement plaster on the rough side of single or half brick wall of mix:12.2.2) In cement mortar 1 : 4 (1 cement : 4 fine sand) |
| 25 | Extra for plastering on circular work not exceeding 6 m in radius complete.12.10.1) In one layer |
| 26 | 6 mm cement plaster of mix : In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) |
| 27 | Neat cement punning. |
| 28 | 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 a priming coat of approved steel primer complete as required:-9.16.3 G.I.pipes. |
| 29 | Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required. |
| 30 | 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. complete9.12.1 Hot finished welded type tubes |
| 31 | Pumping out water by Diesel engine pump as per specification and the direction of the Engineer - in-charge. |
| 32 | 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. |
| 33 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.11.1.2 0.63mm thick with zinc coating not less than 275gm/m2 sqm |
| 34 | Applying priming coats with primer of approved brand and maufacture, having low VOC (Volatile organic compound) content. [ Payment shall be made after submission of Test Certificate issued by the Manufacturer].12.34.3) With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre |
| 35 | 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] :i)New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 36 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]:Two or more coats on new work |
| 37 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting ( 1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge |
| 38 | Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-chargevii. 95 sqmm |
| 39 | Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge |
| 40 | Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge |
| 41 | Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-chargeiii. 100 amps |
| 42 | Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge. i. 25 HP/18.5 kw Relay range within 13-21 + 10% |
| 43 | Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) ( 12 mm dia perforation ) , laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge.ii. for 3-phase connection with 4.00 mtr. Long G.I. pipe |
| 44 | Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as perCPWD specification and direction of the Engineer - in - charge.i) 200 mm dia |
| 45 | Providing and Installation of Providing & installation and commissioning of 76.00 mtr head water lubricated submerssible pump with 3 Ph , 415 V ACmotorwith star delta connectionupto the depth of100 ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (pump, motor with cablewill be supplied by the agency at his cost).ii) 10000 GPH capacity with 80 mm dia G.I. pipe and 10 mm thick GI flange |
| 46 | C)Sub Head : Pipeline |
| 47 | Excavating trenches of required widthfor 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.A). For UPVC pipes in new worka). In all kinds of soil |
| 48 | B). For G.I. / C.I. / D.I. pipes in new worka). In all kinds of soil |
| 49 | ii). For pipes exceeding 90 mm dia but not exceeding 300 mm dia |
| 50 | Charges for 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.v. 200 mm dia Ductile Iron Class K-7 pipes. |
| 51 | Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as perCPWD specification and direction of the Engineer - in - charge.iv. 200 mm dia Joints . |
| 52 | Providing and laying D.I.specialsof class K-12 suitable for mechanical joints as per IS: 13382 as per CPWD specification and direction of the Engineer in charge.ii) Upto 300 mm dia |
| 53 | Charges for cutting D.I. pipe with steel saw by manual means as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.iv. 200 mm dia |
| 54 | Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge.vii. 200 mm dia. A. PN - 1.6 No. |
| 55 | Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tapers etc if required will be paid separately ). |
| 56 | v. 150 mm dia No. |
| 57 | vi. 200 mm dia No. |
| 58 | Supplying and filling in plinth under floor foundation etc with sand un( fine) from local quary with all lifts including spreading in horizontal layers watering grading to required slop ramming consolodating and compacting each lyer by using plate compctor of by any suitable method complete. |
| 59 | Cutting bitumenous road 30 cm average depth & making good the same in/c supply of extra quantity of agreegate binding materials &bitumen required.a)Jhama agregate |
| 60 | Making road crossing by horizontal boringfor smooth laying of UPVC / CI / DI / GI pipes etc.of required dia complete as per specification and the direction of the Engineer-in-charge.B.by manual means |
| 61 | Welding by gas or electric plant including transportion of plant at site etc. complete as per standard design. |
| 62 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:i) 1:3:6 ( 1 Cement: 3fine sand : 6 graded stone aggregate 40 mm nominal size) |
| 63 | 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)1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 64 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor five level.a) Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars |
| 65 | Dismantling old C.I. / D.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes at site lead upto 50 metre as per chapter 20 of CPWD specification and direction of the Engineer - in - charge |
| 66 | ii) 125 mm dia |
| 67 | ii) 150 mm dia |
