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| 1 | SUB HEAB : EARTH WORK |
| 2 | 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 anddisposal of surplus excavated soil as directed, within a lead of 50 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 | SUB HEAB : CEMENT CONCRETE WORK |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering --All work upto plinth level: b) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) |
| 6 | SUB HEAB : REINFORCED CEMENT CONCRETE WORK |
| 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:i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 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.1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 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 levelexcluding the cost of centring, shuttering, finishing and reinforcement1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 10 | Centering shuttering including struttings, propping etc. and removal of form work for: |
| 11 | Suspended floors, roofs, landings, balconies and access platform with 12mm thick shuttering ply |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply |
| 14 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.a) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 15 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.a) Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 16 | SUB HEAB : BRICK WORK |
| 17 | First class brick work in foundation and plinth including cost of all materials as required complete:- a) In Cement mortar 1:4 ( 1 cement : 4 fine sand) |
| 18 | First class brick work in superstructure above plinth level upto floor five level including cost of all materials required and as per clauses of chapter-6 of CPWD specification.In cement mortar 1:6 ( 1 cement : 6 fine sand) |
| 19 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-In Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 20 | SUB HEAB : WOOD & PVC WORK |
| 21 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position :Karai Wood |
| 22 | Providing and fixing panelled / or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked bright finished / black enamelled M.S butt hinges with necessary screws excluding panelling and or glazing, which will be paid for separately but including the wooden beading of 20 × 12 mm for fixing panelling and or glazing as per direction of Engineer-In-Charge.Local Teak Wood35mm. thick shutters |
| 23 | SUB HEAB : STEEL WORK |
| 24 | 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. |
| 25 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:-In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. |
| 26 | SUB HEAD : DISMANTLING & DEMOLISHING |
| 27 | Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:- Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 28 | Dismantling old plaster or pointing, raking out joints, cleaning and preparing the surface for re plastering or re-pointing including disposal ofrubbish to the dumping ground with all leads and lifts etc.complete as per direction of the Engineer- in charge. |
| 29 | Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge:-In cement mortar. |
| 30 | SUB HEAD : FLOORING WORK |
| 31 | Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.40mm thick. |
| 32 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622 - 2017, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement: 4 fine sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 33 | SUB HEAD : ROOFING & CEILING WORK |
| 34 | 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.0.63mm thick with zinc coating not less than 275gm/m2 |
| 35 | SUB HEAD : FINISHING WORK |
| 36 | 12 mm cement plaster of mixi) Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 37 | 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 ) |
| 38 | 6 mm cement plaster of mix :i) Cement mortar 1:3 ( 1 cement : 3 fine sand ) |
| 39 | Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer] |
| 40 | Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made afterubmission of Test Certificate issued by the Manufacturer] :New work ( two or more coats applied @ 3.84 kg/10 sqm) |
| 41 | Applying priming coat [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ). |
| 42 | 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 |
| 43 | SUB HEAB : WATER PROOFING WORK |
| 44 | Providing and laying grading of roof for water proofing treatment complete as required for water proofing treatment complete as required as per direction of the Engineer-in-charge : i) Cement concrete 1:2:4 ( 1 cement : 2 fine sand : 4 graded stone aggregate 20 mm nominal size ) |
| 45 | SUB HEAD : WATER SUPPLY |
| 46 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 47 | SUB HEAD : BAMBOO & THATCH ROOFING |
| 48 | Providing and fixing double dhari mat ceiling, strengthening with single split bamboo battens ( both side) and tied with G.I. wire 1.0 mm complete ( over required beams or fixed with a frame of suitable type, which will be paid separately) as per specification.with batten at 225 mm centre to centre |
| 49 | SUB HEAD : RETAINING WALL |
| 50 | Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained 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 10000 m as per MoRD Technical Specification Clause 301.5. |
| 51 | Excavation for Structures(A) Without dewatering.Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. I) Ordinary Soili) Upto 3 m depth |
| 52 | Sand fillingFilling in foundation trenches as per drawing &MORD technical specification clauses 305.3.9, 12001) Sand filling. |
| 53 | P.C.C. Grade M10Providing concrete for plain concrete (using jhama brick aggregate) in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement)(I) P.C.C grade M 10 (using jhama brick aggregate)(i) Nominal mix 1:3:6 |
| 54 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings &MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement)P.C.C grade M 20 (1:2:4)(Nominal mix)(i) Upto 5 m height |
| 55 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings &MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement).VI. R.C.C grade M-25 (i) Upto 5 m height |
| 56 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specificationClauses 1002, 1005, 1010 and 1202. |
| 57 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 Kg/cm2pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.3.7. |
| 58 | Providing & laying filter media with jhama brick aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8. |
| 59 | G.I Barbed Wire Fencing 1.2 m high (using jhama brick aggreagte in CC/PCC/RCC)Providing and fixing 1.2 m high GI barbed wire fencing with 1.8 m RCC posts 150 mm x 150 mm placed every 3 m centre-to-centre founded in M15 grade cement concrete, (using jhama brick aggregate) 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per MoRD technical specification Clause 1705. |
