Tender For Infrastructure Development Of Diet Chandel, Chandel District, Manipur.
Tender Value
9.46 Crore
Estimated cost
Bid Submission
14 Sep 2026
8 days left
EMD
18.92 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Imphal West → Manipur
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Infrastructure Development Of Diet Chandel, Chandel District, Manipur.
BOQ
| Sl. No. | Item Description |
| 1 | A: Construction of Administrative Block. |
| 2 | Sub- Head - Earth Work, |
| 3 | 2.6.0 Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains(not exceeding 1.5m in width or 10 sqm on plan) including getting out and disposal of excavated earth,lead upto 50m and lift upto 1.5m,as directed by the Engineer -in- Charge. a) All kinds of soil. |
| 4 | 2.24 Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm.in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre. |
| 5 | 2.26 Supplying and filling in plinth with sandy soil under floors i/c watering, ramming, consolidating and dressing complete. |
| 6 | Sub- Head - Concrete & RCC Work, |
| 7 | 4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level: a) 1:4:8 ( 1 Cement : 4coarse sand ; 8 graded stone aggreagate 40 mm norminal size ) |
| 8 | 5.1 Providing and laying cement in position specified of reinforced cement concrete excluding the cost of centering,shuttering,finishing and reinforcement-All work upto plinth level: -1:1.5:3 ( 1 Cement : 1.5 coarse sand : 3 graded stone aggreagate 20 mm norminal size ) |
| 9 | 5.2 RCC work in walls (any thickness ), including attached pilasters, buttresses, plinth and string courses,fillets,columns,pillars,piers,abutments, posts and struts etc above plinth level .upto floor five level excluding cost of centering,shuttering,finishing and reiforcement: 1: 1.5 : 3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20 mm nominal size) |
| 10 | 5.3 RCC work in beams, suspended floors, roofs having slope upto 15\\" landing, balconies, shelves,chajjas,lintels, bands, plain window sills, staircases and spiral staircases above plinth level upto floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size). |
| 11 | Sub- Head - Reinforcement Steel Work, |
| 12 | 2.20 Steel Reinforcement for R.C.Cwork including straightening,cutting,bending, and placing in position and binding all complete TMT bars. |
| 13 | Sub- Head - Form work |
| 14 | Centering & shuttering including, strutting and propping etc. and removal of form for : a)5.9.1 Foundation Footings, bases of coloumn etc. for. mass concreate. |
| 15 | (b)5.9.3 Suspended floor, roofs, landings, balconies and access platform. |
| 16 | ©5.9.6 Columns,Pillars,Pillars,Piers,Abutments,Posts and Struts. |
| 17 | (d)5.9.7 Stairs, (excluding landings) except spiral-staircases. |
| 18 | Sub- Head - Brick Work, |
| 19 | 6.1 Brick work with 1st class common burnt clay F.P.S. ( non modular ) brick in foundation and plinth in : Cement mortar 1:4 ( 1 cement : 4 fine sand ) |
| 20 | 6.9.2 alf brick masonry with 1st class common burnt clay F.P.S.(non modular ) brick in superstructure above plinth level upto floor V level in Cement mortar 1:4(1 cement :4 coarse sand). |
| 21 | Sub- Head -Wood Work, |
| 22 | 9.1.2 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position with holding fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fasterner shall be paid for separately (a) Local best quality Uningthou wood. |
| 23 | 9.4.1.2 P/F panelled or panelled & glazed shuters for doors, windows and clerestory windows i/c ISI marked M.S butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direcction of Engineer-in-charge. (a) Local best quality Uningthou wood. 35mm thick shutters. |
| 24 | P/F in position collapsible steel shutters with vertical channels 20mm × 10 mm × 2 mm & braced with flats iron diagonals 20 mm × 5 mm sizes with top & bottom rails of T iron 40mm × 40 mm × 6 mm with 38 mm dia steel pullets complete with bolts and nuts, looking arrangement, stoppers, handles i/c applying a priming coat of red lead paint. |
| 25 | Providing 40x5 mm. flat iron hold fast 40 cm i/c fixing toframed with 10mm dia. Bolt nuts windows plugs and enamelled in c. c.block 30x10x15 cm.1:3:6 (1 cement :3 coarse sand :6 graded stone aggrt 20mm nominal size). |
| 26 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality). |
| 27 | 9.2.2 Providing wood work in frames of false ceiling, partitions etc. sawn and put up in position : (a) Local best quality Tolhao wood. |
| 28 | P/F Aluminium sliding door bolts, ISI marked anodised ( anopdic coating not less then grade AC 10 as per IS : 1866 ) transperent or dyed to required colour or shade with nuts and screws etc complete . |
| 29 | (a)300 x 16 mm |
| 30 | P/F Aluminium tower bolts , ISI marked anodised ( anopdic coating not less then grade AC 10 as per IS : 1866 ) transperent or dyed to required colour or shade with nuts and screws etc complete . |
| 31 | (a)250 x 10 mm |
| 32 | P/F Aluminium handles , ISI marked anodised ( anopdic coating not less then grade AC 10 as per IS : 1866 ) transperent or dyed to required colour or shade with nuts and screws etc complete . (a ) 125 mm. |
| 33 | 11.33.1 Providing and laying vitrified tiles infloor in different sizes ( thickness to be specified by the manufacturer ) with water absorption,s less than 0.08 % and conforting to IS : 15622 of approved make in all colours and shades in skirting,riser of steps,over 12mm thick bed of cement mortar 1:3 ( 1 Cement : 3 Coarse sand) joining with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. complete Size of Tile 600 x 600 mm |
| 34 | 9.21.2 P/F MS grills of required pattern to wooden frames of windows etc with M.S flats ,square or round bars etc. including priming coat with approved stell primer all complete . Fixed to openings/wooden frames with rawl plugs screws etc. |
| 35 | Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer -in-charge) with zinc coating 120 grams per sqm as per IS:277,in 240mpa steel grade,5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minium to avoid scratches during trasportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal,complete upto 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 with : Precoated galvanised iron profile sheets 0.50mm thick. |
| 36 | Providing and fixing precoated galvanised steel sheets roofing accessories, Zinc coating 120gsm as per IS:277 in 240mpa steel grade,5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I.seam bolts and nuts,G.I.plain and bitumen washers complete: Ridges plain (500x600mm) Precoated galvanised iron profile sheets 0.50mm thick. |
| 37 | Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (framework to be paid separately): (i)White face insulating board 12mm thick |
| 38 | 12mm cement plaster of mix :1:4( 1 cement : 4 fine sand) |
| 39 | 13.10 15mm cement plaster 1:3 ( 1 cement : 3 coarse sand ) finishing with a floating coat of neat cement. |
| 40 | Providing & applying white cement based putty of average thickness 1 mm , of approved brand and manufacture, over the plaster wall surface to prepare the surface even and smooth complete. |
| 41 | Applying priming coat with ready mixed pink or Grey primer of approved brand and manufacture on wood work( hard and soft wood). |
| 42 | Finishing walls with textured exterior paint of required shade ,(i) New work ( two or more coats applied @ 3.28 ltre/10 sqm ) over and including base coat of water proofing cement paint applied @ 2.2 kg/10 sqm. |
| 43 | 10.16.3 Steel work in built up tubular ( round , square or rectangular hollow tube section ) trusses etc. Including cutting hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc.complete. Electric resistance or induction butt welded tubes. |
| 44 | Providing and fixing on wall face unplasticised PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 1 0 mm gap for thermal expansion. couple 75mm |
| 45 | Providing and fixing M.S. holder bat clamps of approved design to C. I. or S.C.I, rain water pipes embedded in and including cement concrete blocks 1 Oxl Ox 10cm of 1 :2:4 mix {1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. (a) 100 mm dia |
| 46 | Making plinth protection 50mm thick of cement concrete 1 :3:6 (1 cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominalsize) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. |
| 47 | Construction of 2nd class brick masonry 15 cm vide open surface drain in CM 1:3 (1 cement : 3 C/S) i/c earth excavation 10 cm bed concrete 1:5:10 (1 cement: 5 c/s : 10 graded stone aggrt. 40mm nominal size) i/c 12mm thick cement plaster 1:3 (1 cement : 3 c/s) with a floating coat of neat cement inside and outside as per standard design. |
| 48 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : 2.2.1. All kinds of soil |
| 49 | B: Construction of Boys Hostel |
| 50 | 2.8.1 Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5M including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50M |
| 51 | (a) All kinds of soil. |
| 52 | 2.24 Filling available excavated earth ( excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m and lift |
| 53 | 2.26 Filling in plinth with sandy soil under floors including watering, ramming, consolidatingand dressing complete. |
| 54 | 4.1.6 Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering (a) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ) |
| 55 | 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :5.1.1 1: 1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 56 | Centering and shuttering including strutting,propping etc. and removal of form for: |
| 57 | a)5.9.1 . Foundation, footing, bases of column etcand mass concrete. |
| 58 | b).5.9.6 Column, pillar, posts and struts (square rectangle or polygon in plain). |
| 59 | d).5.9.3 suspended floor,roofs landing balconies and access platform with water proof ply12 mm thick |
| 60 | f)5.9.7 . Stairs ,(excluding landing )except sprial -Staircases |
| 61 | 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level upto floor five level excluding cost of centering,shuttering, finishing and reinforcement:5.2.1 1: 1.5:3 (1 cement: 1. 5 coarse sand : 3 graded stone aggre gate 20 mm nominal size) |
| 62 | 5.3 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 above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 63 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. |
| 64 | (a) Thermo-Mechanically Treated bars |
| 65 | 6.1 Brick work with 1st class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in:6.1.1. Cement mortar 1: 4 (1 cement : 4 coarse sand) |
| 66 | Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure:6.8.1. Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 67 | 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately : |
| 68 | Local best quality Teak wood |
| 69 | 9.4 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISi marked M.S butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.9.4.1. Local best quality Teak wood9.4.1.1 35 mm thick shutters |
| 70 | Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. |
| 71 | Providing & fixing ISI marked oxidisedM.S. Sliding bolts with screws etc. Complete.(a) 250X16mm. |
| 72 | 9.36 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete :9.36.1. 250x10mm |
| 73 | 9.38 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :9.38.1. 125 mm |
| 74 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10 x 15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 75 | 10.16 Steel work in built up tubular (round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete.10.16.1. Hot finished welded type tubes |
| 76 | 12.46 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal,complete upto 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 with12.46.3. Precoated galvanised iron profile sheets 0.50 mm thick |
| 77 | 12.47 Providing and fixing precoated galvanised steel sheet roofing accessories, Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :12.47.1. Ridges plain (500 - 600mm).12.47.1.3. Precoated galvanised iron profile sheets 0.50 mm thick |
| 78 | 9.2 Providing wood work in frames of false ceiling, partitions etc. sawn and put up in position :9.2.2. Local best quality Tolhao wood. |
| 79 | 12.22 Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (framework to be paid separately): 12.22.2. White face insulating board.12.22.2.1. 12 mm thick |
| 80 | 11.2 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.11.2.1. 40mm thick with 20mm nominal size stone aggregate. |
| 81 | 11.5 Cement plaster skirting (upto 30 cm height) with cement mortar 1: 3 (1 cement: 3coarse sand) finished with a floating coat of neat cement. 11.5.1. 18 mm thick. |
| 82 | 12 mm cement plaster1: 3 ( 1 cement : 3 fine sand) |
| 83 | 15 mm cement plaster 1: 3 (1 cement: 3 fine sand) |
| 84 | 13.2 15 mm cement plaster on rough side of single or half brick wall of mix:-13.2.1. 1: 4 (1 cement : 4 fine sand) |
| 85 | 13.41 Painting with oil type wood preservative of approved brand and manufacture:13.41.1. New work (Two or more coats) |
| 86 | 13.44 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: 13.44.1. Two or more coats on new work |
| 87 | 13.58 Providing and applying white cement based putty of average thickness 1mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 88 | 13.29 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade13.29.1. New work (two or more coats) over and including priming coat with cement primer:- |
| 89 | 13.33 Finishing walls with textured exterior paint of required shade :13.33.1. New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 90 | 10.24 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. as required.10.24.2. In grating, frames, guard bar, railing, brackets, gates and similar works. |
| 91 | Making plinth protection 50 mm cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggrt. of 20 mm nominal size) over 75 mm bed of dry brick ballast 40 mm niminal size well rammed ans consolidated and grouted with fine sand including finishing the top smooth. |
| 92 | Construction of 2nd class brick mansonary 15cm vide open surface drain in CM 1:3 (1 cement: 3 C/S) i/c earth excavation 10 cm bed concrete 1:5:10 (1 cement: 5 c/s: 10 gr. St. aggrt. 40mm n/size) i/c 12mm thick cement plaster 1:3 (1 cement: 3 c/s) with a floating coat of neat cement inside and outside as per standard design |
| 93 | C: Construction of Faculty Quarter |
| 94 | 2.8 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 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. |
| 95 | 2.8.1 All kinds of soil. |
| 96 | 2.24 Filling available excavated earth ( excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m and lift upto 1.5 m |
| 97 | 2.26 Supplying and filling in plinth with sandy soil under floors including watering, ramming, consolidating and dressing complete. |
| 98 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : |
| 99 | (a) 5.9.1 Foundations, footings, bases of columns etc. and mass concrete. |
| 100 | (b) 5.9.19 Suspended floors, roofs landings, balconies and access platform, with water proof ply 12 mm thick. |
| 101 | (c) 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 102 | (d) Stair case with sloping or stepped, soffits i/c raisers and stringers excluding landing |
| 103 | (e) 5.9.18. Weather shade, Chajjas, corbels etc., including edges. |
| 104 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 105 | 4.1.6 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 106 | 5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level: |
| 107 | 5.1.1 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 108 | 5.2 Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level but excluding the cost of centering and shuttering and reinforcement: |
| 109 | 5.2.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 110 | 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150 landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size). |
| 111 | 5.20 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 112 | 5.20.2 Thermo-Mechanically Treated bars |
| 113 | 6.1 Brick work with first class common burnt clay F.P.S. (non modular) bricks of class in foundation and plinth in : |
| 114 | 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 115 | 6.9 Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in . |
| 116 | 6.9.1 Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 117 | Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregate. 20mm nominal size) |
| 118 | 9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). |
| 119 | 9.1.1 Local best quality Teak wood. |
| 120 | 9.4 Providing & fixing panelled or panelled and glazed shutters for doors, windows, clerestory windows including ISI marked M.S. butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. |
| 121 | 9.4.1 Local best quality Teak wood. |
| 122 | 9.4.1.1 35 mm thick shutters |
| 123 | Providing and fixing curtain rods of 1.25mm thick chromium plated brass plate with two chromium plated brass brackets fixed with C.P brass screws and wooden plugs, etc, whenever necessary complete. |
| 124 | (i) 25 mm dia |
| 125 | Providing and fixing ISi marked oxidised M.S. tower bolt black finish,(Barrel type) with necessary screws etc. complete : |
| 126 | (i) 250x10 mm |
| 127 | (ii) 150x10 mm |
| 128 | 9.38 Providing and fixing ISi marked oxidised M.S. Handles conforming to I.S: 4992 with necessary screws etc complete: |
| 129 | (i) 125mm |
| 130 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 131 | 9.21.1. Fixed to steel windows by welding. |
| 132 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISi marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete. |
| 133 | 10.24 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 134 | 10.24.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works . |
| 135 | 11.32 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacture) of approved make in all colours, and shades laid on 20mm thick cement mortar 1:4 ( 1 cement: 4 coarse sand) |
| 136 | 11.32 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacture) of approved make in all colours, and shades laid on 20mm thick cement mortar 1:4 ( 1 cement: 4 coarse sand) |
| 137 | 11 .14.2. In dado/skirting on 12 mm thick mortar 1 :(1 acid proof cement: 4 coarse sand).11.14.2.1. Acid and alkali resistant tile. |
| 138 | 13.4 12mm cement plaster of mix :- |
| 139 | 13.4.1 1:4 ( 1 cement : 4 coarse sand) |
| 140 | 13.5 15mm cement plaster of mix :- |
| 141 | 1:4 ( 1 cement : 4 coarse sand) |
| 142 | 13.10 15mm cement plaster of mix :- |
| 143 | 1:3 ( 1 cement : 3 coarse sand) neat coat |
| 144 | 13.41 Painting with oil type wood preservative of approved brand and manufacturer: |
| 145 | 13.41.1. Two or more coats on new work |
| 146 | 13.44 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: |
| 147 | 13.44.1. Two or more coats on new work |
| 148 | 13.37 Applying priming coat:- |
| 149 | 13.37.3. With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works:- |
| 150 | 13.44 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: |
| 151 | 13.44.1. Two or more coats on new work |
| 152 | 13.58 Providing and applying white cement based putty of average thickness 1 mm,of approved brand and manufacturer, over the plastered wall nsurface to prepare the surface even and smooth complete. |
| 153 | 13.33 Finishing walls with textured exterior paint of required shade : |
| 154 | 13.33.1. New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 155 | 13.29 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. |
| 156 | 13.29.1 New work (two or more coats) over and i/c priming coat with cement primer. |
| 157 | 4.15. Making plinth protection 50 mm. in c.c. 1:3:6 (1 cement : 3 course sand : 6 graded stone aggrt. 20 mm. nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finished the top smooth. |
| 158 | Construction of 2nd class brick masonry 15cm vide open surface drain in CM 1:3 (1 cement: 3 C?S) i/c earth excavation 10 cm bed concrete 1:5:10 ( 1 cement: 5c/s : 10 gt. St. aggrt. 40mm n/size) i/c 12mm thick cement plaster 1:3 ( 1 cement: 3 c/s) with a floating coat of neat cement inside and outside as per standard design. |
| 159 | D: Construction of Boundary wall, Gate with Security Post & Fencing in the Outer Land (Existing) |
| 160 | 2.8 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 50m. |
| 161 | 2.24 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. |
| 162 | 4.1 Providing and laying in position cement concrete in foundation and plinth excluding the cost of centering and shuttering. (a) 4.1.6. 1:4:8 (1 cement : 4 c/sand : 8 graded stone aggregate. 40mm. nominal size). |
| 163 | 6.8 Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in:6.8.1 (a) Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 164 | 5.1 Providing and laying in position specified grade of RCC, excluding the cost of centering, shutter, finishing and reinforcement. All work upto plinth level.5.1.1 (a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 165 | 5.3 RCC work in beams suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases ends spiral staricase upto floor five level excluding cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 166 | 5.2 RCC work in wall (any thickness), including attached plasters, butressess, plinth and string courses, fillets, columns pillars, piers, abutments, posts, and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement.5.2.1 (a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 167 | 5.20 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. 5.20.2 Thermo-Mechanically Treated bars. |
| 168 | 5.9 Centering and shuttering including strutting, propping etc. and removalof form for: |
| 169 | 5.9.1 Foundations, footings, bases of columns, etc. for massconcrete. |
| 170 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 171 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and sqm cantilevers. |
| 172 | 13.1 12 mm cement plaster of mix : 13.1.1. 1:4 (1 cement : 4 fine sand). |
| 173 | 13.5 15 mm cement plaster on rough side of single or half brick wall of mix :13.5.1. 1:4 (1 cement: 4 coarse sand) |
| 174 | 13.27 Colour washing such as green, blue or buff to give an even shade :13.27.1. New work (two or more coats) with a base coat of white washing with lime |
| 175 | 10.16 Steel work in built up tubular (round, square or recta ngular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete.10.16.1 (a) Hot finished welded type tubes |
| 176 | 12.46 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5 x 55 mm) with EPDM seal,complete upto 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 with12.46.3 (i) Precoated galvanised iron profile sheets 0.50 mm thick |
| 177 | 10.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer. |
| 178 | E: Construction of Principal Quarter, Chandel |
| 179 | 2.8.1 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 50m. |
| 180 | (a) All kinds of soil |
| 181 | 2.24 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 liftupto 1.5 m. |
| 182 | 2.26 Supplying and filling in plinth with sandy soil under floors includingwatering, ramming consolidating and dressing complete. |
| 183 | 4.1.6 Providing and laying in position cement concrete in foundation and plinth excluding the cost of centering and shuttering. (a) 1:4:8 (1 cement : 4 c/sand : 8 graded stone aggregate. 40mm. nominal size). |
| 184 | 5.1.1 Providing and laying in position specified grade of RCC, excluding the cost of centering, shutter, finishing and reinforcement. All work upto plinth level.(a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 185 | Centering and shuttering including strutting, propping etc. and removalof form for: |
| 186 | (a)5.9.1 Foundations, footings, bases of columns, etc. for massconcrete. |
| 187 | (b)5.9.6 Columns, pillars, piers, abutments, post and struts. |
| 188 | (c) Suspended floors, roofs, landings, balconies and acess platform with water proof ply 12mm thick. |
| 189 | 5.2.1 RCC work in wall (any thickness), including attached plasters, butressess, plinth and string courses, fillets, columns pillars, piers, abutments, posts, and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement.(a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 190 | 5.3 RCC work in beams suspended floors, roofs having slope upto 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases ends spiral staricase upto floor five level excluding cost of centering, shuttering, finishing and reinforcement.(a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 191 | 5.20 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. |
| 192 | 6.1.1 Brick work with 1st class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in:(a) Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 193 | 6.8.1 Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure:(a) Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 194 | 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately :(a) Local best quality Teak wood |
| 195 | 9.4.1 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S. butt hinges bright finished of required size with necessary screws,excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.(a) Local best quality Teak wood 35 mm thick shutters |
| 196 | 9.35.2 Providing and fixing ISI marked oxidised M.S. sliding door bolts with screws etc. complete :(a) 250x16 mm |
| 197 | 9.36 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete: (a) 250x10mm |
| 198 | 9.38.1 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (a) 125 mm |
| 199 | 9.26 Providing 40x5 mm flat iron hold fast 40 cm long including fixing each to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10 x 15cm 1 :3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 200 | 10.16.1Steel work in built up tubular (round, square or recta ngular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete.(a) Hot finished welded type tubes |
| 201 | 12.46.3Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5 x 55 mm) with EPDM seal,complete upto 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 with(i) Precoated galvanised iron profile sheets 0.50 mm thick |
| 202 | 12.47.1.3 Providing and fixing precoated galvanised steel sheet roofing accessories, Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :(a) Precoated galvanised iron profile sheets 0.50 mm thick |
| 203 | 9.2.2 Providing wood work in frames of false ceiling, partitions etc. sawn and put up in position :(a) Tolhao |
| 204 | 12.22.2 Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (framework to be paid separately):(a) White face insulating board 12 mm thick |
| 205 | 11.2.1 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.(a) 40mm thick with 20mm nominal size stone aggregate. |
| 206 | Cement plaster skirting (upto 30 cm height) with cement mortar 1 :3 (1 cement: 3coarse sand) finished with a floating coat of neat cement.(a) 18 mm thick. |
| 207 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand). |
| 208 | 15 mm cement plaster of mix 1:4 (1 cement : 4 fine sand). |
| 209 | 15 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement. |
| 210 | 13.41 Painting with oil type wood preservative of approved brand and manufacture:(a) New work (Two or more coats) |
| 211 | 13.440Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade:(a) Two or more coats on new work |
| 212 | 13.58 Providing and applying white cement based putty of average thickness 1 mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 213 | 13.29 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :(a) Old work (one or more coats) |
| 214 | 13.33 Finishing walls with textured exterior paint of required shade : (a) New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm. |
| 215 | 4.15 Making plinth protection 50mm thick of cement concrete 1 :3:6 (1 c : 3 c/s : 6 g/ stone aggrtgate 20 mm nominal size) |
| 216 | Construction of 2nd class brick masonry 15 cm vide open surface drain in CM 1:3 (1 cement : 3 C/S) i/c earth excavation 10 cm bed concrete 1:5:10 (1 cement: 5 c/s : 10 graded stone aggrt. 40mm nominal size) i/c 12mm thick cement plaster 1:3 (1 cement : 3 c/s) with a floating coat of neat cement inside and outside as per standard design. |
| 217 | F: Construction of Chowkidar Quarter |
| 218 | Sub- Head - Earth Work, |
| 219 | 2.8.0 Earthwork work in excavation by mechanical mean (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 disposalof surplus excavated soil as directed, within a lead of 50m. |
| 220 | (a) all kinds of soil |
| 221 | 2.24 Filling available excavated earth (excluding rock) in trenches, plinth, sidesof foundations etc. in layers not exceeding 20cm in depth, consolidatingeach deposited layer by ramming and watering, lead up to 50 m and liftupto 1.5 m. |
| 222 | 2.26 Supplying and filling in plinth with sandy soil under floors includingwatering, ramming consolidating and dressing complete. |
| 223 | 4.1.6 Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering. (i) 1:4:8 (1 cement : 4c/ sand : 8 graded stone aggregate. 40mm. Nominal size). |
| 224 | Centering and shuttering including strutting, propping etc. and removalof form for: |
| 225 | (a) 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 226 | (b) 5.9.6 Columns, pillars, piers, abutments, post and struts. |
| 227 | (c) Suspended floors, roofs, landings, balconies and acess platform |
| 228 | (d) Weather shadde, Chajjas. corbels etc. |
| 229 | 5.1.1 Providing and laying specific grade of RCC, excluding the cost of centering, shutter, finishing and reinforcement. All work upto plinth level(a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 230 | 5.3 RCC work in beams suspended floors, roofs having slope upto 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases ends spiral staricase upto floor five level excluding cost of centering, shuttering, finishing and reinforcement.(a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 231 | 5.2.1 RCC work in wall (any thickness), including attached plasters, butressess, plinth and string courses, fillets, columns pillars, piers, abutments, posts, and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement.(a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 232 | 5.20 Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete up to plinth level.Thermo-Mechanically Treated bars |
| 233 | 6.1.1 Brick work with 1st class common burnt clay F.P.S. (non modular) bricks infoundation and plinth in:(i) Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 234 | 6.8.2 Half brick masonry with 1st class common burnt clay F.P.S. (non modular)bricks in foundation and plinth in:(i) Cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 235 | 9.1.1 Providing wood work in frames of doors, windows, clerestorywindows and other frames,wrought framed and fixed in position withhold fast lugs or with dash fastener of required dia and length (holdfast lugs or dash fastener shall be paid for separately :(i) Local best quality Teak wood |
| 236 | 9.4.1 Providing and fixing panelled or panelled and glazed shutters fordoors, windows and clerestory windows including ISI marked M.S.butt hinges bright finished of required size with necessary screws,excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.(i) Local best quality Teak wood 35 mm thick shutters |
| 237 | 10.16.1 Steel work in built up tubular (round, square or recta ngular tubes etc.)trusses etc., including cutting, hoisting fixing in position and applyinga priming coat of approved steel primer, including welding and boltedincluding special shaped washers etc. complete.(i) Hot finished welded type tubes |
| 238 | 9.2.1 Providing wood work in frames of false ceiling, partitions etc. sawnand put up in position :(i) Tolhao |
| 239 | 9.35 Providing and fixing ISI marked oxidised M.S. sliding door bolts withscrews etc. complete(i) 250x16 mm |
| 240 | 9.36 Providing and fixing ISI marked oxidised M.S. tower bolt black finish,(Barrel type) with necessary screws etc. complete :(i) 250x10mm |
| 241 | (ii) 100x10 |
| 242 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frames with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 x 10 x 15 cm 1 :3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominalsize) |
| 243 | 9.38 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (i) 125 mm |
| 244 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. includingpriming coat with approved steel primer all complete.(i) Fixed to steel windows by welding. |
| 245 | 11.2.1Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. (i) 40mm thick with 20mm nominal size stone aggregate. |
| 246 | 12.46.3 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinccoating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. Thesheet shall be fixed using self drilling /self tapping screws of size (5.5x55 mm) with EPDM seal,complete upto any pitch in horizontal/ verticalor curved surfaces, excluding the cost of purlins, rafters and trusses andincluding cutting to size and shape wherever required with |
| 247 | (i) Precoated galvanised iron profile sheets 0.50 mm thick |
| 248 | 12.47. Providing and fixing precoated galvanised steel sheet roofing accessories, Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws or with polymer coated Jor L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete : |
| 249 | 12.47.1.3(i) Precoated galvanised iron profile sheets 0.50 mm thick |
| 250 | 12.22 Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (framework to be paid separately):(i) White face insulating board 12 mm thick |
| 251 | 13.4 12mm cement plaster of mix : 1:4 (1 cement : 4 fine sand). |
| 252 | 13.10 15mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of heat cement on the roughside of single or hall brick. |
| 253 | 13.58 Providing and applying white cement based putty of average thickness1 mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 254 | 13.34 Finishing walls with smooth paint of required shade :(i) New work (Two or more coats applied @ 1.67 ltr/ 10 sqm.over and including base coat of water proofing cement paint applied @2.20 kg/ 10 sqm). |
| 255 | 13.33 Finishing walls with textured exterior paint of required shade :(i) New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @2.20kg/10 sqm. |
| 256 | G: Construction of Vehicle Parking for DIET |
| 257 | 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. |
| 258 | (a) All kinds of soil. |
| 259 | Filling available excavated earth ( excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering lead upto 50 m and lift upto 1.5 m |
| 260 | Supplying and filling in plinth with sandy soil under floors including, watering. Ramming consolidating and dressing complete. |
| 261 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level |
| 262 | (a) 1:4:8 (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size ) |
| 263 | (a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) |
| 264 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level: |
| 265 | (a) 1:1.5:3 ( 1 cement :1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 266 | 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 above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1 :1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 267 | Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level but excluding the cost of centering and shuttering and reinforcement: |
| 268 | (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 269 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. |
| 270 | (a) Thermo-Mechanically Treated bars |
| 271 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Above plinth level. |
| 272 | (a) Thermo-Mechanically Treated bars |
| 273 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 274 | (a) Foundation footings, bases of columns etc. and mass concrete. |
| 275 | (b) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 276 | (c) Lintels, beams, plinth beams, girders, bressumers and cantilevers, with water proof ply 12mm thick. |
| 277 | Brick work with common burnt clay F.P.S. (non modular) bricks of class in foundation and plinth in : |
| 278 | (a) Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 279 | Brick work with common burnt clay F.P.S. (non modular) bricks of class in superstructure above plinth level upto floor V level in all shapes and sizes in : |
| 280 | (a) Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 281 | Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in . |
| 282 | (a) Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 283 | Steel work in built up tubular (round, square or rectangular tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a coat of approved steel primer, including welding and bolted including special shaped washers etc. complete. |
| 284 | (a) Hot finished welded type tubes |
| 285 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grames per sqm as IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scrates during transportation and should be supplied in single length upto 12 metre or as desire by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55 mm) with EPDM seal, complete upto 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 with |
| 286 | (a) Precoated galvanised iron profile sheets 0.50 mm thick. |
| 287 | Providing and fixing precoated galvanised steel sheet roofing accessories, Zinc coating 120gsm as per IS : 277, in 240 mpa steel grade, 5-7 microns epoxy primer on on both side of the sheet and polyester top coat 15-18 microns using self drilling / self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I plain and bitumen washers complete : |
| 288 | (a) Ridge plain (500 - 600) |
| 289 | (i) Precoated galvanised iron profile sheets 0.50 mm thick. |
| 290 | 12mm cement plaster of mix :- |
| 291 | (a) 1:4 ( 1 cement : 4 fine sand) |
| 292 | 15 mm cement plaster 1 :3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the roughside of single or half brick wall. |
| 293 | Providing and applying white cement based putty of average thickness 1 mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. . |
| 294 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade |
| 295 | (a) New work (two or more coats) over and including priming coat with cement primer:- |
| 296 | H: Construction of Cafeteria |
| 297 | 2.8 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 50m. |
| 298 | (a) All kinds of soil |
| 299 | 2.24 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. |
| 300 | 2.26 Supplying and filling in plinth with sandy soil under floors including watering, ramming consolidating and dressing complete. |
| 301 | 4.1.6 Providing and laying in position cement concrete in foundation and plinth excluding the cost of centering and shuttering. (a) 1:4:8 (1 cement : 4 c/sand : 8 graded stone aggregate. 40mm. nominal size). |
| 302 | 5.1.1 Providing and laying in position specified grade of RCC, excluding the cost of centering, shutter, finishing and reinforcement. All work upto plinth level.(a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 303 | 5.2.1 RCC work in wall (any thickness), including attached plasters, butressess, plinth and string courses, fillets, columns pillars, piers, abutments, posts, and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement.(a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 304 | 5.3 RCC work in beams suspended floors, roofs having slope upto 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases ends spiral staricase upto floor five level excluding cost of centering, shuttering, finishing and reinforcement.(a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 305 | 5.20 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. |
| 306 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 307 | (a)5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. |
| 308 | (b) Suspended floors, roofs, landings, balconies and acess platform with water proof ply 12mm thick. |
| 309 | (c) Columns, pillars, piers, abutments, post and struts. |
| 310 | 6.1.1 Brick work with 1st class common burnt clay F.P.S. (non modular) bricks in foundation and plinth in: (a) Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 311 | Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in Superstructure (a) Cement mortar 1 : 3 (1 cement : 3 coarse sand) |
| 312 | 9.1.1 Providing wood work in frames of doors, windows, clerestory windows and other frames,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately :(a) Local best quality Uningthou wood |
| 313 | 9.4.1 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S. butt hinges bright finished of required size with necessary screws,excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.(a) Local best quality Teak wood 35 mm thick shutters |
| 314 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing each to frame with 10mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10 x 15cm 1 :3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) |
| 315 | 9.2.1 Providing wood work in frames of false ceiling, partitions etc. sawn and put up in position :(a) Local best quality Uningthou wood |
| 316 | 9.36 Providing and fixing ISI marked oxidised M.S. sliding door bolts with screws etc. complete :(a) 250x16 mm |
| 317 | 9.36 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete: |
| 318 | (a) 250x10mm |
| 319 | (b) 150x10mm |
| 320 | 9.38 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : |
| 321 | (a) 125 mm |
| 322 | (b) 100 mm |
| 323 | 11.2.1 Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.(a) 40mm thick with 20mm nominal size stone aggregate. |
| 324 | 9.21.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.(a) Fixed to steel windows by welding. |
| 325 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5 x 55 mm) with EPDM seal,complete upto 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 with(i) Precoated galvanised iron profile sheets 0.50 mm thick |
| 326 | 12.46.3 Providing and fixing precoated galvanised steel sheet roofing accessories, Zinc coating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws or with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers complete :(a) Precoated galvanised iron profile sheets 0.50 mm thick |
| 327 | 12.22.2 Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (framework to be paid separately):(a) White face insulating board 12 mm thick |
| 328 | 13.1.1 12 mm cement plaster of mix : 1:4 (1 cement : 4 fine sand). |
| 329 | 13.10 15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement. |
| 330 | 13.58 Providing and applying white cement based putty of average thickness 1 mm,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 331 | 13.27.1 Applying priming coat with ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 332 | 13.29 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :(a) New work (Two or more coats) over and including priming coat with cement primer :- |
| 333 | 10.16.1Steel work in built up tubular (round, square or recta ngular tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete.(a) Hot finished welded type tubes |
| 334 | I: Construction of Rainwater Harvesting System |
| 335 | Sub- Head - Earth Work, |
| 336 | A) Water Reservoir |
| 337 | 2.8.1 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 50m. |
| 338 | (a) All kinds of soil |
| 339 | 2.24 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. |
| 340 | 4.1.4 Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work upto plinth level: (a) 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone) |
| 341 | 5.1.1 Providing and laying in position specified grade of RCC, excluding the cost of centering, shutter, finishing and reinforcement. All work upto plinth level.(a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 342 | 5.3 RCC work in beams suspended floors, roofs having slope upto 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases ends spiral staricase upto floor five level excluding cost of centering, shuttering, finishing and reinforcement.(a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 343 | 5.2.1 RCC work in wall (any thickness), including attached plasters, butressess, plinth and string courses, fillets, columns pillars, piers, abutments, posts, and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement.(a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 344 | 5.20 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars. |
| 345 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 346 | (b) 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. |
| 347 | (a) 5.9.3 Suspended floors, roofs, landings, balconies and acess platform with water proof ply 12mm thick. |
| 348 | (c) Walls (any thickness) including attached pilasters, buttresses,plinth and string courses etc. |
| 349 | B) Over head |
| 350 | 2.8.1 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 50m. |
| 351 | (a) All kinds of soil |
| 352 | 2.24 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. |
| 353 | CEMENT CONCRETE WORKS |
| 354 | 4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level: |
| 355 | (a) 1:4:8 ( 1 Cement: 4 coarse sand : 8 graded stone aggregate cum 40 mm nominal size) |
| 356 | FORM WORKS |
| 357 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 358 | (a) 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. |
| 359 | R.C.C. WORK |
| 360 | 5.1.1 Providing and laying in position specified grade of RCC, excluding the cost of centering, shutter, finishing and reinforcement. All work upto plinth level.(a)1:1.5:3 (1 cement : 1.5 course sand : 3 graded stone aggregate 20mm nominal size) |
| 361 | 10.24.2 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. as required.(a) In grating, frames, guard bar, railing, brackets, gates and similar works. |
| 362 | 17.23 Providing and placing on terrace (at all floor levels) polyethylene per Rs. 11.30 water storage tank, IS : 12701 marked, with cover and suitable locking litre arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 363 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 364 | External Work |
| 365 | 17.3.4 (32mm OD) Pipe |
| 366 | 17.3.6 ( 50mm OD) Pipe Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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