|
| 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.-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 andshuttering - All work upto plinth level |
| 5 | 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size) |
| 6 | 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 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 i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) |
| 8 | 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. |
| 9 | First class brick work in foundation and plinthincluding cost of all materials as required complete:- i) In cement mortar 1:4 (1 cement : 4 fine sand) |
| 10 | First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:-6.3.3 In cement mortar 1:4 ( 1 cement : 4 fine sand). |
| 11 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-6.12.3 In cement mortar 1:4 ( 1 cement : 4 fine sand). |
| 12 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sqm and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground with all leads and lifts including finishing even and smooth and curing complete as per direction of the Engineer in charge:- a) With cement mortar 1:4 ( 1 cement : 4 fine sand) |
| 13 | 15 mm cement plaster on the rough side of single or hal brick wall of mix: a) In cement mortar 1:4 (1 cement: 4 fine sand) |
| 14 | 12 mm cement plaster of mix i) In cement motar 1:4 (1 cement : 4 fine sand) |
| 15 | Neat cement punning. |
| 16 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets 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:-9.5.2 Using flats 30x6mm for diagonal braces and central cross piece. |
| 17 | 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.8.46.1 Fixed to steel windows by welding. |
| 18 | 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). |
| 19 | 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-5.3.2 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size) |
| 20 | Providing and laying in position specified grade ofreinforced cement concrete excluding the cost ofcentring, 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) |
| 21 | Centering shuttering including struttings, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platform with timber planks |
| 22 | Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank |
| 23 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plankk |
| 24 | Weather shade, Chajjas, corbels etc., including edges. |
| 25 | Providing and placing of G.I pipe over the pump house on top portion of the R.C.C column as per specification and the direction of the Engineer- in- charge.(i) 150 mm dia. |
| 26 | Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete upto plinth level.5.19.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 27 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 28 | Distempering with 1st quality washable acrylicdistemper of approved brand and manufacture and of required shade on old work ( one or more coats ), to give an even shade as required complete as per direction of the Engineer in charge. |
| 29 | 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:a) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete. |
| 30 | Applying priming coat [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : a)With ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steel work (second coat ) |
| 31 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 32 | Finishing walls with premium acrylic smooth exterior paint with Silicon additives 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 @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 33 | 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]a)Two or more coats on new work |
| 34 | Finishing walls with premium acrylic smooth exterior paint of required shade of approved brand and manufacture on old work ( one or more coats ) including preparation of surface as required complete as per direction of the Engineer in charge. |
| 35 | Painting on G.S. sheet with synthetic enamel paint ( one or more coats ) of approved brand and manufacture of required colour to give an even shade on old work including preparation of surface as required complete as per direction of the Engineer in charge:-. |
| 36 | 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 anypitch in horizontal/ vertical or curved surfaces)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required etc. complete as per direction of Engineer-in-charge. ii)0.63mm thick with zinc coating not less than 275gm/m2. |
| 37 | Painting with synthetic enamel paint ( one or more coats ) of required colour of approved brand and manufacture on old work to give an even shade including preparation of surface as required complete as per direction of the Engineer in charge. |
| 38 | Wiring for Circuit/Sub-main wiring with the following sizes PVC insulated copper conductor cable (FR) in PVC casing capping etc. as required:- 2 X 1.5 sq mm. |
| 39 | Supplying and fixing of following outdoor LED luminaries in powder coated die cast housing complete with heat resisatnt tempered glass/diffuser including necessary connection etc. as required:- i) 60-80 watt LED flood light fixture (IP 66):- |
| 40 | Planting and Maintaining of Permanent Hedges a)Planting permanent hedges including digging of trenches Planting permanent hedging including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedgeplants at 30 cm apart |
| 41 | Planting of Trees and their Maintenance for one Year Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year. |
| 42 | Making plinth protection 50mm thick of cementconcrete 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. |
| 43 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of \\"L\\" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants, as required and as per direction of the Engineer-in-charge. |
| 44 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 45 | Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / ply wood pannel board for fitting fixing of electrical items, in/c 2Nos. 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. |
| 46 | Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded vstone aggregate 20mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :19.33.1 With Second Class bricks |
| 47 | Providing and fixing C.I. sluice valves (with cap) completewith 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 |
| 48 | i) 100 mm diaa) PN - 1.6 |
| 49 | ii) 150 mm diaa) PN - 1.6 Please Enable Macros to View BoQ information |
