Urban Development And Housing Department has published Infrastructure Development Of Govt. Hr. Sec. School, Kaying. Submission Date for this Tender is 30-01-2024. Infrastructure Work Tenders in West Siang Arunachal Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | C/O Academic Cum Administrative Building |
| 2 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning t |
| 3 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: a) Foundations and plinth |
| 4 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : a) Foundations and plinth |
| 5 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 6 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : b) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 7 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 8 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 9 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 10 | Reinforced cement concrete in chajjas exceeding 15mm in thickness upto floor two level including centring and shuttering complete but excluding the cost of reinforcement with 1 : 1.5 : 3( 1 cement:1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 11 | Reinforced cement concrete work in shelves up to floor two level excluding cost of centering and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 12 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 13 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 14 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 15 | e) Column, pillars, posts and struts etc. |
| 16 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars. |
| 17 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 18 | Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth. |
| 19 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 20 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 21 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws. a) 38 mm thick best available local wood, class - B I |
| 22 | Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for 9.147A.1 Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) |
| 23 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws. b) Ornamental grill. |
| 24 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. a) 300 x 16 mm |
| 25 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessaryscrews etc complete. a) 300 x 10 mm |
| 26 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. a) 125 mm |
| 27 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacture) with water absorption less than 0.08% and conforming to IS: 15622, of approved make , in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 course sand) including grouting the joints with white cement and matching pigments etc, complete. d) size of tiles 1000x1000mm |
| 28 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1 :3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. d)Size of Tile 1000x1000 mm |
| 29 | White glazed tiles 5mm.thick in flooring, skirting, risers of step and dado in 12 mm thick cement plaster 1 : 3(1 cement: 3 coarse sand) painted with white cement slurry. |
| 30 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 31 | Pre-cast terrazzo tiles 20 mm thick with marble chips of sizes upto 6 mm in skirting and risers of steps not exceeding 30 cm in height on 12 mm thick cement plaster 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry including rubbing and polishing complete with tiles of :a) Light shades using white cement |
| 32 | Chequered terrazzo tile_s 22 mm lhick with marble chips of sizes upto 6mm in floors on 25 mm thick bed mortar 1 : 3 (1 cement : 3 coarse sand) jointed with neat cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete: a) Light shades using white cement |
| 33 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 34 | Painting two coats with oil type wood preservative of approved brand and manufacture on new work. |
| 35 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 36 | Applying one coat of distemper primer of approved brand and manufacture on wall surface. |
| 37 | Painting two or more coats with enamel paint of approved brand and manufacture in any shade on new work to give even shade |
| 38 | Finishing walls with water proofing cement paint of approved brand and manufacture and required shade on new work (three or more coats) to give an even shade |
| 39 | Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand). |
| 40 | Providing and fixing of stainless steel railing of best quality and approved brand including accessories and fittings. |
| 41 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete. |
| 42 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15 mm nominal bore |
| 43 | b) 20 mm nominal bore |
| 44 | Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc (external work). a) 15 mm nominal bore |
| 45 | b) 20 mm nominal bore |
| 46 | d) 32 mm nominal bore |
| 47 | Providing and fixing brass bib cock of approved quality. a)15 mm nominal bore |
| 48 | Providing and fixing brass stop cock of approved quality. a) 15 mm nominal bore |
| 49 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required. a) Long Pan patten WC Pan |
| 50 | Providing and fixing white vitreous china pedestal type (European type WC pan) water closet with seat and lid with CP brass hinges and rubber buffers, 12.5 Litres white vitreous china low-level flushing cistern with fittings and brackets 40 mm white porcelain inenamelledflushband,20mmoverflowpipewithspecialsandmosquitoproof coupling of approved municipal design complete including cutting and making good the walls and floors where required. a) WC pan with white plastic seat and lid. |
| 51 | Providing and fixing white vitreous china wash basin with RS or CI brackets painted white 15 mm CP brass pillar taps and CP brass chain with rubber plug 32 mm CP brass waste of standard pattern, 32 mm dia CP brass trap and MI unions complete, including cutting and making good the walls where required. b) Flat back wash basin size 550x400 mm with single 15 mm CP brass pillar taps of heavy quality. |
| 52 | Providing and fixing a pair of white vitreous china foot rest of standard pattern for squatting pan WC. a) 250 x 130 x 30 mm |
| 53 | Providing and fixing 12.5 litres high level CI flushing cistern of approved make with integral fittings such as ball valve, bell, lever, GI chain and pull complete. |
| 54 | Providing and fixing 100 mm sand PVC grating for gulley, floors or nahni trap. |
| 55 | Providing and fixing sand UPVC/PVC (spun) soil, waste and vent pipes. a) 100 mm dia |
| 56 | c) 50 mm dia |
| 57 | Providing and fixing UPVC/PVC heel rest sanitary bend. a) 100 mm dia |
| 58 | Providing and fixing PVC single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. a) 100 x 100 x 100 mm |
| 59 | Providing and fixing PVC trap of self cleansing design with sand cast iron screwed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors. c) 100 mm inlet and 50 mm outlet |
| 60 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: |
| 61 | External Service Connection |
| 62 | Add Carriage Charges |
| 63 | WIRING |
| 64 | DISTRIBUTION BOARDS |
| 65 | SUPPLY OF LIGHT FIXTURES AND FANS |
| 66 | INSTALLATIONS OF LIGHT FIXTURES AND FANS |
| 67 | EARTHING SYSTEM |
| 68 | FIRE DETECTION AND ALARM SYSTEM ( CONVENTIONAL) |
| 69 | BUSBAR BOX |
| 70 | Fire Fighting PACKAGE - INTERNAL & EXTERNAL FIRE EXTINGUSHER |
| 71 | UG Tank |
| 72 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning t All kind of Soil |
| 73 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 74 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : b) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 75 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 76 | Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in : a) M20 (1 cement: 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size). |
| 77 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 78 | b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 79 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 80 | Reinforcement of RCC work including straightening, cutting, bending, placing in position and binding all complete. a) Cold twisted bar. |
| 81 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 82 | 15 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall |
| 83 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat of whiting to give an even shade |
| 84 | Supplying and laying under layer of bitumen saturated felt type-I. |
| 85 | Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown or/and residual bitumen applied hot @ 1.45 Kg. per Sq.m. of area for each courses, second course of roofing felt type-3 grade-I (hessian base self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea size gravel spread at 6 Cu.dm. per sqm.including preparation of surface excluding grading complete. |
| 86 | Providing and Placing in position suitable PVC water stops conforming to IS:12200for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete : Serrated with central bulb ( 225mm wide, 8-11mm thick). |
| 87 | Supplying & Fixing CI Covers for manholes w/o frames, 560 mm dia (Heavy Duty), the weight of the cover to be not less then 108 kg. |
| 88 | Add Carriage Charges |
| 89 | Water tank [Sintex] 5000 Ltr capacity for over head tank |
| 90 | Add Side Development |
| 91 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.) Girth from 300 mm to 600 mm |
| 92 | Clearing Grass and Removal of Rubbish |
| 93 | Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.) |
| 94 | Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres ) |
| 95 | Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment) |
| 96 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.1 Screened through sieve of I.S. designation 20 mm |
| 97 | Rough dressing the trenched ground including breaking clods |
| 98 | Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). 2.10.1 In rows 5 cm apart in both directions |
| 99 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 100 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 2.14.1 Holes 1.2 m dia and 1.2 m deep |
| 101 | Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge |
| 102 | Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded). |
| 103 | Flooding the ground with water including making kiaries and dismantling the same |
| 104 | Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge. 2.30.1 Top inside dia 30 cm, outer bottom dia 20 cm, total height 30 cm with wall thickness of 25.4 mm |
| 105 | Filling of the following size empty pots with mixture of good earth & manure in the ratio of 2:1 (Two part of Good earth & one port of manure) and placing them on approprite place i/c carriage of earth, manure and pots up to 50 mtr, as per direction of officer incharge. (The cost of good earth, earthen pots & manure will be paid seperately.) 2.31.1 Size of Empty Pots 15cm Top dia, 8cm Bottom Dia & 15cm Perpendicular height. |
| 106 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 107 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 108 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & water) 2.57.1 Trees Plant |
| 109 | 2.57.2 Shrubs Plant |
| 110 | 2.57.3 Hedge Plant /Ground cover |
| 111 | Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of green colour having contents ( Weight grams/sqm. 510 (+/- 8%)) in width of 60 cm. with bamboo of 90 cm. length. The bamboo should be painted with green colour paint of approved brand and manufacture (two or more coats) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at three places properly as per direction of Engineer-in-charge |
| 112 | Removal of garden waste by TATA 407 or equivalent including loading/ unloading and carriage upto 1 km lead,complete disposal upto designated place as per direction of officer-in-charge |
| 113 | Providing and displaying of Areca Palm having ht. 1.80 m to 2.10 m with 8 to 10 suckers, well developed, fresh and healthy with lush green foliage in 30 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 114 | Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge |
| 115 | Add Septic Tank(150 User) |
| 116 | Earth work in excavation by mechanical means (Hydraulic excavator) I 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 up to 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.0.00-1.50m |
| 117 | Earth work in excavation by mechanical means (Hydraulic excavator) I 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 up to 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.1.50-3.00m |
| 118 | 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 up to 1.5 m. |
| 119 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 120 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 121 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. |
| 122 | Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12mm thick. |
| 123 | Edges of slabs and breaks in floors and walls. Under 20 cm wide |
| 124 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars. |
| 125 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:6 (1 cement :4 coarse sand) |
| 126 | 62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 127 | Cement plaster 1:4 (1 cement: 4 coarse sand) finished with a floating coat of neat cement. 20mm cement plaster |
| 128 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimension |
| 129 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 130 | Providing and fixing soil, waste and vent pipes 100 mm dia. Centrifugally cast (spun) iron socketed pipe as per IS: 3989. |
| 131 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x45 cm dry brick honey comb shaft with bricks of class designation 75 and S. W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design With F.P.S. bricks |
| 132 | Add Carriage Charges |
| 133 | Entrance Gate with Guard Room & Boundary wall |
| 134 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning t |
| 135 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 136 | Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering in : Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 137 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : b) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 138 | Reinforced cement concrete in suspended floors, roofs, landings and balconies upto floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring and shuttering and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 139 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 140 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 141 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 142 | c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height). |
| 143 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 144 | e) Column, pillars, posts and struts etc. |
| 145 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars. |
| 146 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 147 | Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth. |
| 148 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 149 | Providing approved best available local wood (Class - B II) work in frames of doors, windows clerestory windows and other frames, wrought framed and fixed in position. |
| 150 | Providing and fixing panelled, glazed or panelled and glazed shutters for doors, windows and clerestory windows including necessary iron butt hinges with necessary screws. a) 38 mm thick best available local wood, class - B I |
| 151 | Providing and fixing aluminum sliding door bolts anodised transparent or dyed to required color or shade with nuts and screws etc complete. a) 300 x 16 mm |
| 152 | Providing and fixing aluminum Tower bolts anodized or transparent or dyed to required color or shade with necessaryscrews etc complete. a) 300 x 10 mm |
| 153 | Providing and fixing aluminum Handles anodised transparent or dyed to required color or shade with necessary screws etc complete. a) 125 mm |
| 154 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacture) with water absorption less than 0.08% and conforming to IS: 15622, of approved make , in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 course sand) including grouting the joints with white cement and matching pigments etc, complete. b) size of tiles 600x600mm |
| 155 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 156 | Painting two coats with oil type wood preservative of approved brand and manufacture on new work. |
| 157 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade. |
| 158 | Applying one coat of distemper primer of approved brand and manufacture on wall surface. |
| 159 | Painting two or more coats with enamel paint of approved brand and manufacture in any shade on new work to give even shade |
| 160 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat of whiting to give an even shade. |
| 161 | Add Carriage Charges |
| 162 | Construction of Boundary wall |
| 163 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning t |
| 164 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 165 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : b) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 166 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement. a) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 167 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 168 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 169 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 170 | e) Column, pillars, posts and struts etc. |
| 171 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars. |
| 172 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 173 | Half brick masonry (with best available local bricks) in cement mortar 1:3 (1 cement : 3 coarse sand) in foundation and plinth. |
| 174 | Extra for half brick masonry in superstructure above plinth level and up to floor two level. |
| 175 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws. b) Ornamental grill. |
| 176 | 12 mm cement plaster 1 : 4 (1 cement : 4 fine sand). |
| 177 | Applying one coat of distemper primer of approved brand and manufacture on wall surface. |
| 178 | Painting two or more coats with enamel paint of approved brand and manufacture in any shade on new work to give even shade |
| 179 | Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work including priming coat of whiting to give an even shade. |
| 180 | Add Carriage Charges |
| 181 | ASSEMBLY SHED |
| 182 | Earth work in excavation in foundation and trenches in soils containing 50% or more of shingle or small size boulders upto 30 cm size, lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning t |
| 183 | Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering. |
| 184 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete. |
| 185 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcementin : b) M20 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 186 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement. b) 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size). |
| 187 | Centring and shuttering including strutting, propping etc and removal of form work for : a) Foundation, footings, bases of columns etc. and mass concrete. |
| 188 | d) Lintels, beams, girders, bressumers and cantilevers etc. |
| 189 | e) Column, pillars, posts and struts etc. |
| 190 | Reinforcement of RCC work including bending, binding and placing in position complete. b) Cold twisted bars. |
| 191 | Brick work with best available local bricks in foundation and plinth in cement mortar 1:3 (1 cement : 3 fine sand). |
| 192 | Steelworkinbuiltuptubulartrussesincludingcutting,hoisting,fixingin position and applying a priming coat of approved steel primer welded and bolted including special shaped washers etc complete (welding to be paid separately). |
| 193 | ProvidingcorrugatedG.I.sheetroofingfixedwithgalvanisedironJorL hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpetwashers filledwith whiteleadcomplete,excludingthecost of purlins, rafters and trusses. (a) 0.63 mm thick GI sheet |
| 194 | Providing ridges or hips 60 cm overall in plain G.I. sheet fixed with galvanised iron J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete. |
| 195 | 25 mm thick cement concrete flooring 1 : 2 : 4 (1 cement : 2 coarse ·sand : 4 graded stone aggregate 12.5 mm nominal size) finished with a floating coat of neat cement. |
| 196 | Making plinth protection with 2nd class bricks on edge in cement mortar 1 : 6 (1 cement : 6 fine sand) over 7.50 cm bed of dry bricks aggregate 40 mm nominal size rammed consolidated and grouted with fine sand and the top of bricks pointed with cement mortar 1 : 2 (1 cement : 2 fine sand). |
| 197 | Construction of cement concrete drain 30 cm wide and 23 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips/shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering on all exposed surfaces with 12 mm thick cement mortar1 : 3 (1 cement : 3 fine sand) including shuttering complete. |
| 198 | Add Internal electrification |
| 199 | Add Carriage Charges |
| 200 | C/o Internal Road |
| 201 | Granular Sub-base with Close Graded Material (Table:- 400-1) Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (i) for grading- I Material |
| 202 | Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) |
| 203 | Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade. |
| 204 | Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) |
| 205 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. (ii) 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 206 | Add Carriage Charges |
| 207 | Repairs & Maintenance |
| 208 | Repairs to plaster in patches of 2.50 Sq.m. and under including cutting the patch to proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead. a) With cement mortar 1 : 4 (1 cement : 4 fine sand) |
| 209 | Fixing door chowkhat in existing opening including embedding chowkhats in floor, cutting masonry for hold fasts, embedding hold fasts in cement concrete blocks with cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm shingle size), painting two coats of coal tar to sides of chowkhats and making good the damages to wall and floorscompleteincludingdisposalofrubbishtothedumpinggroundwithin50 m lead. |
| 210 | Fixing window chowkhats in existing openings including cutting masonry for hold fasts, embedding hold fasts in cement concrete blocks with cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm single gauge), painting two coats of coal tar to sides of chowkhats and makinggoodthedamgetowallscompleteincludingdisposalofrubbishtothe dumping ground within 50 m lead. |
| 211 | Providing and fixing wooden cleats to doors and windows with approved fittings including removal of old cleats where necessary including painting, polishing or bees-waxing to match the existing shades. a) 1st class teak wood cleats with iron hinges and screws |
| 212 | Supplying and fixing glass panes with putty and nails including removal of broken glass panes where necessary. b) Glass panes 3 mm thick and area 0.1 Sq.m. each |
| 213 | Renewing wooden beams (not exceedng 4 m in length) in roofs including making good the holes in walls and painting with oil type wood preservative of approved brand and manufacture complete including removal of rubbish to the dumping ground within 50 m lead. a) Timber Plank Class A - IV |
| 214 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete b) Size of Tile 600x600 mm |
| 215 | Providing corrugated G.I.sheet roofing fixed with galvanised iron J or L hooks, bolts & nuts 8 mm dia with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete, excluding the cost of purlins, rafters and trusses. a) 0.80 mm thick GI sheet |
| 216 | Extra for straight cutting and waste in CGI sheet roofing for making opening of area exceeding40 Sq.dm. for chimney stacks, sky lights etc. a) 0.80 mm thick sheet |
| 217 | Providing and fixing 12 mm thick insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) |
| 218 | White washing with lime on old work to give an even shade. a) In two or more coats |
| 219 | Wall painting (two or coats) with plastic emulsion paint of approved brand and manufacture on new work to give an even shade. |
| 220 | Wall painting (one or more coats) with plastic emulsion paint of approved brand and manufacture on old work to give an even shade. |
| 221 | Applying priming coat with ready mixed pink primer of approved brand and manufacture on wood work complete. |
| 222 | Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of approved brand and manufacture in all shades on new work to give an even shade |
| 223 | Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flat, square or round bars with round headed bolts and nuts or by screws a) Plain grill |
| 224 | Applying priming coat with ready mixed genuine red lead paint of approved brand and manufacture on steel work. |
| 225 | Painting two or more coats on GI sheets with superior ready mixed paint of approved brand and manufacture in white, grey or green shades on new work to give an even shade |
| 226 | Painting one or more coats on GI sheets with superior ready mixed paint of approved brand and manufacture in white, grey or green shades on old work to give an even shade |
| 227 | Construction of cement concrete drain 15 cm wide and 15 cm deep in cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 hard graded stone chips or shingle 40 mm and down gauge) 8 cm thick on sides and bottom and plastering and all exposed surfaces with 12 mm thick cement mortar 1 : 3 (1 cement : 3 coarse sand) including shuttering complete |
| 228 | Providing and fixing GI pipes complete with GI fittings and clamps including cutting and making good the walls (internal work). a) 15 mm nominal bore |
| 229 | Providing and fixing brass bib cock of approved quality. a)15 mm nominal bore |
| 230 | Providing and fixing brass stop cock of approved quality a) 15 mm nominal bore |
| 231 | Providing and fixing white vitreous china water closet squating pan (Indian type WC pan) size 580 mm with 100 mm and sand cast iron P or S trap, 12.5 Litre high level CI flushing cistern (of approved make) with fittings RS or CI brackets, 32 mm dia galvanized steel telescopic flush pipe with fittings and clamps 20 mm GI over flow pipe with specials and mosquito proof coupling of approved municipal design and GI chain and pull complete including painting of cistern and fittings, cutting and making good the walls and floors where required a) Long Pan patten WC Pan |
| 232 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x430x265 mm sizes respectively with CI automatic flushing cistern with fittings, RS or CI brackets standard size galvanized steel flush pipe and spreaders with brass unions and GI clamps complete including painting of cistern and fittings, cutting and making good the walls and floors where required. a) One urinal basin with 5 Litres CI automatic flushing cistern |
| 233 | Providing and fixing kitchen sink including making all connection excluding cost of fittings a) White glazed fire clay sink size 600x450x150 mm |
| 234 | Add Carriage Charges |
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