Public Works Department-PWD has published Construction And Renovation Of T-V3 Govt Qtr At Sanjenthong Officers Colony Construction Of Main Building , Septic Tank , Security Barrack And Compound Wall Etc . . Submission Date for this Tender is 30-01-2021. Building Repair Tenders in Sanjenthong Officers Colony Manipur. Bidders can get complete Tender details and download the document.
| Name of Work: Construction and Renovation of T-V/3 Govt. Qtr. at Sanjenthong Officer's Colony. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 0.1 | Construction and Renovation of T-V/3 Govt. Qtr. at Sanjenthong Officer's Colony. | |||
| 2 | 1 | Demolition below G.L. upto 1 m.depth including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work. (i) R.C.C. work | 1 | 11.82 | cum |
| 3 | 2 | Demolition above G.L. upto floor two level including disposal of unserviceable materials with 50 m lead and including cutting the necessary reinforcement and separating out from R.C.C./R.B. work (i) R.C.C. work | 2 | 2.93 | Cum |
| 4 | 3 | Demolition of brick work below G.L. upto 1 m depth including stacking of serviceable materials within 50 m lead and disposal of unserviceable materials within 50 m lead In cement mortar | 3 | 7.83 | Cum |
| 5 | 4 | Demolition of brick work above G.L. upto floor two level including stacking of serviceable materials and disposal of unserviceable materials within 50 m lead. | 4 | 21.69 | Cum |
| 6 | 5 | Taking out doors windows and clerestory windows shutters (wood or steel) including stacking within 50 m lead. i) Not exceeding 3sqm in area. | 5 | 34 | Each |
| 7 | 6 | Dismantling old plaster or skirting raking out & cleaning the surface for re-plaster i/c disposal of rubbish within 50 metres. | 6 | 587.92 | Sqm |
| 8 | 7 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres (a)Hard/Dense Soil. | 7 | 246.34 | Cum |
| 9 | 8 | 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 | 8 | 82.11 | Cum |
| 10 | 9 | Earth work in rough excavation banking excavated earth in layer not exceeding 20 cm depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammer & rolling every third and topmost layer with power roller or minimum 8 tonne & dressing up embankment for roads, flood banks, guide banks, marginal banks & filling up ground depression lift upto 50 meters and lift upto 1.5 m and with an average lead upto Imphal. | 9 | 111.43 | Cum |
| 11 | 10 | Filling with sandy soil under floors including watering, ramming, consolidating and dressing complete. | 10 | 59.36 | cum |
| 12 | 11 | P/L cement concrete in foundation and plinth excluding the cost centering and shuttering in 1: 4: 8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm. nominal size.) | 11 | 93.01 | cum |
| 13 | 12 | P/L cement concrete in foundation and plinth excluding the cost centering and shuttering in 1: 2: 4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm. nominal size. | 12 | 41.58 | Cum |
| 14 | 13 | 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 : (i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). | 13 | 92.04 | cum |
| 15 | 14 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string s, fillets, columns, pillars, piers, abutment, posts and struts upto floor two level excluding the cost of centering, shuttering finishing. 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). | 14 | 19.72 | cum |
| 16 | 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering,shuttering, finishing and reinforcement, with (a) 1:1.5:3 (1 Cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size). | 15 | 58.2 | cum |
| 17 | 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete (i) Thermo-Mechanically Treated bars | 16 | 21517.6 | kg |
| 18 | 17 | 2nd Class (Local first class) brick work in foundation & plinth with cement mortar 1:3 (1 cement: 3 Coarse sand). | 17 | 41 | cum |
| 19 | 18 | P/L cement concrete in foundation and plinth excluding the cost centering and shuttering in 1: 3: 6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm. nominal size. | 18 | 10.33 | cum |
| 20 | 19 | Half brick masonary 2 nd class (local first class) in cement mortar 1:3 (1 cement: 3 coarse sand) in Superstructure. | 19 | 536.57 | sqm |
| 21 | 20 | 15 mm cement plaster 1:3 (1 cement : 3 coarse sand) | 20 | 1381.42 | sqm |
| 22 | 21 | 12 mm cement plaster 1:3 (1 cement : 3 Coarse sand) | 21 | 548.26 | sqm |
| 23 | 22 | 15 mm cement plaster 1:3 (1 cement : 3 Coarse sand) finished with a floating coat of neat cement. | 22 | 141.69 | sqm |
| 24 | 23 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | 23 | 1929.68 | Sqm |
| 25 | 24 | Applying one coat of cement primer of approved quality on wall surface. | 24 | 1929.68 | Sqm |
| 26 | 25 | Painting (two or more coats) with plastic emulsion paint of approved quality on new work except walls to give an even shade. | 25 | 548.26 | Sqm |
| 27 | 26 | Finishing walls weather shield paint of approved quality on new work (three or more coats) to give even shade. | 26 | 1381.42 | Sqm |
| 28 | 27 | Providing wood works in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position. | 27 | ||
| 29 | 27.1 | (B) Local best quality Teak wood. | 28 | 5.44 | cum |
| 30 | 28 | Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position (i) Local best quality Leihao wood | 29 | 2.74 | Cum |
| 31 | 29 | P/F 50 mm. thick paneled, glazed or paneled and glazed shutters for doors and windows, clerestory windows i/c bright finished brass hinges (with ordinary type) with necessary screws. | 30 | ||
| 32 | 29.1 | (B) Local best quality Teak wood. | 31 | 62.99 | Sqm |
| 33 | 30 | P/F 38 mm thick panelled, glazed shutters for door and windows i/c bright finished or black enamelled Iron butt hinges with necessary screws.(i) Local best qualityLeihao / Tolhao | 32 | 54.32 | sqm |
| 34 | 31 | Applying ready mixed priming coat pink primer of approved quality on wood work. | 33 | 108.64 | Sqm |
| 35 | 32 | Painting (one or more coats) with synthetic enamel paint of approved quality in all shades except black or chocolate on old work to give an even shade. | 34 | 108.64 | Sqm |
| 36 | 33 | Distempering (two or more coats) with oil bound washable distemper of approved quality on new work i/c priming coat to give an even shade. | 35 | 587.92 | Sqm |
| 37 | 34 | Varnishing (two or more coats )with superior Copal varnish of approved quality i/c sizing on new work. | 36 | 283.46 | sqm |
| 38 | 35 | Spirit polishing (one or more coats) i/c a coat of wood filler on new work. | 37 | 283.46 | Sqm |
| 39 | 36 | Providing and fixing MS Handles with necessary screws etc complete. a) 125 mm | 38 | 106 | Each |
| 40 | 37 | Providing 40x3 mm flat iron hold fast 40 cm long i/c fixing to frames with 10 mm dia. bolts nuts and wooden plugs and embedding to cement concrete block 30x10x15 cm 1:3:6 (1 cement: 3 coarse sand: 6 stone aggregate 20 mm nominal gauge). | 39 | 180 | Each |
| 41 | 38 | Providing & fixing Brass Tower bolts (barrel type) with screws etc. complete a)250x10mm | 40 | 58 | Each |
| 42 | 38.1 | b) 150 x 10 mm | 41 | 194 | Each |
| 43 | 39 | Providing & fixing bright finished steel 100 mm door mortice latch & lock & a pair of levers handles with necessary screws etc. complete (Indian make of approved quality). | 42 | 14 | Each |
| 44 | 40 | Providing and fixing MS sliding bolts bright finished or black enamelled with nuts & screws etc. complete. ( i) 250 x 16 mm | 43 | 5 | Each |
| 45 | 41 | Providing & fixing MS handles with necessary screws etc. complete. | 44 | ||
| 46 | 41.1 | (i) 125 mm | 45 | 30 | Each |
| 47 | 41.2 | (ii) 100 mm | 46 | 44 | Each |
| 48 | 42 | Providing and l;aying rectified (Non skid) glazed ceramic floor tiles 300 x 300 mm or more (thickness to be specified by manufacturer) of Ist quality conforming to IS 15622 of approved make in all colours, shades except white, ivory, grey, fume red, brown laid on 20 mm. thick cement mortar 1:4 (1 cement: 4 Coarse sand) including grouting the joint with white cement & matching pigments etc. complete. | 47 | 116 | sqm |
| 49 | 43 | White glazed tiles 10 mm. thick in skirting, risers of steps, & dado on a bed of 12 mm. thick cement mortar 1:3 (1 cement: 3 Coarse sand) and jointed with white cement slurry. | 48 | 69.47 | sqm |
| 50 | 44 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to IS 15622, of approved make, in all colours and shade, in laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc, complete. Size of tile 600 x 600 mm (single charged) Branded. | 49 | 135.46 | Sqm |
| 51 | 45 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to IS 15622, of approved brand & manufacturer, in all colours and shade,in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive. Size of tile 600 x 600 mm (single charged) Branded | 50 | 19.1 | Sqm |
| 52 | 46 | Marble stone slab flooring over 20 mm (average) thick base of cement mortar 1:6 (1 cement : 6 Coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with 1)White Marble slab 20 mm thick. B. 60 x 60 cm. | 51 | 189.53 | sqm |
| 53 | 47 | 10 mm thick marble tiles in risers of steps, skirting, dado walls and pillars laid on 10 mm. thick base of cement mortar 1:3 (1 cement: 3 Coarse sand) laid and jointed with grey slurry including rubbing and polishing complete. A. White. | 52 | 26.51 | sqm |
| 54 | 48 | Providing formworks I/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below suppoting floor to ceiling not excceeding 4m and removal of the same for in-situ reinforced concrete and plain concrete work | 53 | ||
| 55 | 48.1 | a) Foundation, footings, bases of columns etc. and mass concrete. | 54 | 585.98 | sqm |
| 56 | 48.2 | b)Columns, pillars, posts and struts (square, rectangular or polygon in plan). | 55 | 329.27 | sqm |
| 57 | 48.3 | (h) Sides soffits of beams, beam hunching, cantilevers, girders bressumers and lintels (Not exceeding 1.0 m. in depth). | 56 | 367.48 | sqm |
| 58 | 48.4 | d) Flat surface such as suspended floor, roofs landings and the like (i) floors etc. upto 200 mm in thickness | 57 | 161.37 | sqm |
| 59 | 48.5 | e) Edges of slab and breaks in floor walls (i) under 20 cm wide | 58 | 7.16 | sqm |
| 60 | 49 | Granite stone slab flooring over 20 mm (average) thick base of cement mortar 1:6 (1 cement : 6 Coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with (i) Granite stone slab 20 mm thick. (a) Jade Black (60 x 120) cm. | 59 | 44.44 | sqm |
| 61 | 50 | Providing & fixing 18 mm fiber insulating board lining with butt jointing & nails complete (frame work & cover fillets to be measured & paid separately). | 60 | 181.84 | Sqm |
| 62 | 51 | Providing wood work in frame of false ceiling, partition etc sawn & put up in position. (i) First class Uningthou wood | 61 | 3.86 | Cum |
| 63 | 52 | Steel work welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint . (i) In gratings, framed guard bars, ladders, railings, brackets and similar works. | 62 | 3.49 | Qtl |
| 64 | 53 | Steel work in built up tubular trusses including cutting , hoisting , fitting in position & applying a coat of approved steel primer red oxide zinc chrome primer conforming to IS : 2074 - 1979 welded & bolted including special washer etc. complete., a )Electric resistant welded tube (Conforming to IS : 1611:1997 ) | 63 | 4212.39 | Kg |
| 65 | 54 | Trapezoidal Pre-painted Profile Sheet roofing of approved brand DYNA Roof or equivalent with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps complete, exclding the coat of purlinsr & trusses. (a ) Pre painted Galvalume Sheet (PPGL) i) Profile sheet 0.50 mm/4.2 kgs/sqm | 64 | 327.5 | sqm |
| 66 | 55 | Trapzoidal Pre-painted Profile Sheet for Ridges Gutter or Valley 610 mm wide of approved brand DYNA Roof or equivalent fixed with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps completed, exclding the coat of purlins rafter & trusses. | 65 | ||
| 67 | 55.1 | v) Profile sheet 0.80 mm/7.2 kgs/sqm | 66 | 86.65 | Rm |
| 68 | 56 | Painting (two or more coats) with synthetic enamel paint of approved quality all shades except black or chocolate on steel on new work to give an even shade. | 67 | 21.22 | Sqm |
| 69 | 57 | Providing under layer for plinth protection of 75 mm thick rammed & consolidated & grouted with fine sand including preparation of ground. | 68 | 39.68 | sqm |
| 70 | 58 | Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1 cement:3 coarse sand:6 graded stone aggrt. of 20 mm nominal size) i/c finishing the top surface of concrete smooth. | 69 | 39.68 | sqm |
| 71 | 59 | Providing, laying and compacting granular base / sub-base according to lines grades & cross sections by using naturally occurred sand gravel / conforming to IRC Grading – II of MOST specifications free from organic or other deleterious constituents compacted by rolling with power roller of 8 to10 tonnes capacity in layers not exceeding 150 mm. (Spread thickness) i / c rolling of the road surface to proper level & grades 30 cm. Width edging on both sides etc. complete as directed by Engineer-in-charge. | 70 | 112 | Cum |
| 72 | 60 | Providing and laying one layer W.B.M. 7.5 cm. Consolidated thickness using 1 cum of stone aggregate conforming to IRC Grades per 10 Sqm of road surface & 0.23 cum of binder materials of approved quality per 10 Sqm of road surface including consolidating of the same, rolling of the surface to camber, super elevation & grade by using template straight edges & sprit level in layers not exceeding 100 mm to 130 mm thick (spread thickness), dry & wet rolling with 8 to 10 tonne Roller), dry & wet rolling with 8 to 10 tonne roller including earth edging 30 cm width on both sides & applying binding materials as specified. (IRC-II) | 71 | 43.49 | Cum |
| 73 | 61 | 2 cm. consolidated thick single coat premix carpet surfacing with 0.27 cum. stone chippings12.5 mm size 0.18 cum and 10 mm size 0.90 cum mixed with 14.60 kg. of binder per 10 Sqm. of roads surface and rolling complete i /c a seal coat (IRC Type-B) with 0.06 cum of stone chipping 6.30 mm nominal size and 6.8 kg of bitumen 80/100 per 10.00 Sqm of road surface i/c carriage charges i/c preparing surface by brushing with wire brushes for remaining caked mud etc sweeping with brooms and finally fanning the cleared surface with gunny bags to removed all loose dirt etc i/c providing & applying evenly a priming / tack coat with bitumen (80 / 1000 10 kg / 10 Sqm of road surface A) WBM (New). | 72 | 289.91 | Sqm |
| 74 | 62 | Construction of 2 nd class brick masonry 150 mm wide open surface drain in cement mortar 1:3 ( 1 cement: 3 coarse sand ) finished with a floating coat of neat cement. | 73 | 77.36 | Rm |
| 75 | 63 | Providing & fixing on wall face PVC rain water pipe b) 110 mm diameter(Double socketed) | 74 | 32.4 | Rm |
| 76 | 64 | Providing and fixing MS holder bat clamps of approved design to 110 mm PVC pipe socket i/c cost of cutting holes and making good the walls etc. | 75 | 16 | Each |
| 77 | 65 | Providing & fixing on wall face PVC bend for rain water pipe b) 110 mm diameter. Bending angle 45° | 76 | 12 | Each |
| 78 | 66 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | 77 | 3 | Each |
| 79 | 67 | Providing and fixing wash basin with CI brackets, 15mm CP brass pillar taps, 32mm CP brass waste of standard pattern, including painting of fittings and brackets, cutting and making good walls wherever required: White vitreous China wash basin size 630x450mmwith a pair of 15mm CP brass pillar taps. | 78 | 4 | Each |
| 80 | 68 | Providing and fixing 600 x 450 mm bevelled edge Mirror of superior glass (of approved quality) quality complete with 6mm thick hard board ground, fixed to wooden cleat with C.P. brass screws and washers. | 79 | 3 | Each |
| 81 | 69 | Providing and fixing 600 x 20 mm C.P. brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screws (Hook type ) | 80 | 3 | Each |
| 82 | 70 | Providing and fixing G.I pipes complete with G.I fittings and clamps i/ccutting and making good the wall etc. ( Internal work). (a) 25 mm diameter. | 81 | 35 | Rm |
| 83 | 71 | Providing and fixing GI pipes complete with GI fittings i/c trenching and refilling etc. (external work).(i) 50 mm dia | 82 | 45.2 | Rm |
| 84 | 72 | Providing and fixing C.P. bib cock of approved quality. (Swan neck left/right HN Delux ) 25mm | 83 | 5 | Each |
| 85 | 73 | Providing and fixing brass stop cock of approved quality. A) 25mm | 84 | 3 | Each |
| 86 | 73.1 | b) 50mm | 85 | 5 | Each |
| 87 | 74 | P/f 110 mm rigid PVC soil waste and vent pipe.(Double socketed.) | 86 | 15.5 | Rm |
| 88 | 75 | Providing and fixing PVC single "T" with door (i) 110mm dia. | 87 | 6 | Each |
| 89 | 76 | Providing and fixing moulded PVC floor trap (i) 5" dia. | 88 | 4 | Each |
| 90 | 77 | Providing and fixing PVC coupler (i) 110mm dia. | 89 | 10 | Each |
| 91 | 78 | Providing and fixing C.P. brass shower rose with 12.5 mm or 19 mm inlet (i) 100mm diameter | 90 | 3 | Each |
| 92 | 79 | Providing and fixing telephonic shower rose with one meter flexible tube, Dimple/Round/Fancy. | 91 | 3 | Each |
| 93 | 79.1 | Toilet & Bathroom | 92 | ||
| 94 | 80 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres (i) Hard/Dense Soil. | 93 | 7.11 | Cum |
| 95 | 81 | 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 | 94 | 2.37 | Cum |
| 96 | 82 | Filling in plinth with sandy soil under floors including watering ramming, consolidating and dressing complete. | 95 | 2.19 | Cum |
| 97 | 83 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in (i) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 96 | 1.37 | Cum |
| 98 | 84 | Reinforcement for R.C.C. work i/c. bending, binding and placing in position complete.(i) Tor-steel bars | 97 | 518.74 | Kg |
| 99 | 85 | 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: (i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). | 98 | 1.36 | cum |
| 100 | 86 | Reinforced cement concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth and string courses, fillets columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement in(i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). | 99 | 0.89 | cum |
| 101 | 87 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 100 | 1.06 | Sqm |
| 102 | 88 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases upto floor five level excluding the cost of shuttering, finishing and reinforcement, with (i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). | 101 | 3.35 | cum |
| 103 | 89 | 2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 fine sand) | 102 | 3.29 | cum |
| 104 | 90 | Half brick masonry 2nd class (local 1st class) in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure. | 103 | 20.55 | Sqm |
| 105 | 91 | 15 mm cement plaster 1:4 (1 cement: 4 coarse sand). | 104 | 58.77 | Sqm |
| 106 | 92 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. | 105 | 12.04 | Sqm |
| 107 | 93 | Painting (two coats) with plastic emulsion paint of approved quality on new work except walls to give an even shade. | 106 | 48.38 | sqm |
| 108 | 94 | Distempering (two coats) with oil bound washable distemper of approved quality on new work i/c priming coat to give an even shade. | 107 | 23.76 | sqm |
| 109 | 95 | Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in | 108 | ||
| 110 | 95.1 | (a) Foundation, footings, bases of columns etc. and mass concrete. | 109 | 5.49 | Sqm |
| 111 | 95.2 | (b) Columns, pillars, posts and struts (square, rectangular or polygon in plan). | 110 | 12.8 | Sqm |
| 112 | 95.3 | ( c) Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth. | 111 | 11.89 | Sqm |
| 113 | 95.4 | (d) Flat surface such as suspended floor, roofs landings and the like (i) floors etc. upto 200 mm in thickness | 112 | 13.37 | Sqm |
| 114 | 95.5 | e) Edges of slab and breaks in floor walls (i) under 20 cm wide | 113 | 14.7 | Rm |
| 115 | 96 | Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position (i) Local best quality Uningthou | 114 | 0.15 | cum |
| 116 | 97 | P/F 38 mm thick panelled, glazed or panelled and glazed shutters for doors windows and clerestory windows i/c bright finished brass hinges (with Ordinary type) with necessary screws. (i) Local best quality Uningthou | 115 | 4.46 | Sqm |
| 117 | 98 | Applying ready mixed priming coat pink primer of approved quality on wood work. | 116 | 4.46 | Sqm |
| 118 | 99 | Painting two coats (excluding priming coat) with white paint of approved quality on new steel work or wood work. | 117 | 4.46 | Sqm |
| 119 | 100 | Providing & fixing M.S. Tower bolts (barrel type) with screws etc. complete. | 118 | ||
| 120 | 100.1 | i) 200 x 10 mm | 119 | 4 | Each |
| 121 | 100.2 | ii) 100x 10 mm | 120 | 4 | Each |
| 122 | 101 | Providing and fixing M.S. sliding bolts bright finished or black enamelled with nuts & screws etc. complete. | 121 | ||
| 123 | 101.1 | (ii) 250 x 16 mm | 122 | 2 | Each |
| 124 | 102 | Providing & fixing M.S. handles with necessary screws etc. complete. | 123 | ||
| 125 | 102.1 | (i) 125 mm | 124 | 4 | Each |
| 126 | 103 | White glazed tiles 10 mm. thick in flooring, treads of steps, & landing laid on a bed of 12 mm. thick cement mortar 1:3 (1 cement: 3 course sand) finished with flush pointing in white cement. | 125 | 4.44 | Sqm |
| 127 | 104 | White glazed tiles 10 mm. thick in skirting, risers of steps, & dado on a bed of 12 mm. thick cement mortar 1:3 (1 cement: 3 course sand) and jointed with white cement slurry. | 126 | 15.6 | Sqm |
| 128 | 105 | Providing & fixing on wall face PVC rain water pipe b) 110 mm diameter(Double socketed) | 127 | 6 | Rm |
| 129 | 106 | P/F MS holder bat clamps embedded in & i/c cement concrete blocks 112.5mm x 112.5mm of 1:2:4 mix ( Cement: 2 coarse sand:4 hard stone ballast 20mm & down gauge.) | 128 | 6 | Each |
| 130 | 107 | Providing & fixing on wall face PVC bend for rain water pipe b) 110 mm diameter. | 129 | 6 | Each |
| 131 | 108 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | 130 | 1 | Each |
| 132 | 109 | Providing and fixing wash basin with CI brackets, 15mm CP brass pillar taps, 32mm CP brass waste of standard pattern, including painting of fittings and brackets, cutting and making good walls wherever required: White vitreous China wash basin size 630x450mmwith a pair of 15mm CP brass pillar taps. | 131 | 1 | Each |
| 133 | 110 | Providing and fixing 600 x 450 mm bevelled edge Mirror of superior glass (of approved quality) quality complete with 6mm thick hard board ground, fixed to wooden cleat with C.P. brass screws and washers. | 132 | 1 | Each |
| 134 | 111 | Providing and fixing 600 x 20 mm C.P. brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screws (Hook type ) | 133 | 1 | Each |
| 135 | 112 | Providing and fixing G.I pipes complete with G.I fittings and clamps i/ccutting and making good the wall etc. (Internal work). (a) 25 mm diameter. | 134 | 8 | Rm |
| 136 | 113 | Providing and fixing GI pipes complete with GI fittings i/c trenching and refilling etc. (external work).(i) 50 mm dia | 135 | 8 | Rm |
| 137 | 114 | Providing and fixing C.P. bib cock of approved quality. (Swan neck left/right HN Delux ) 25mm | 136 | 3 | Each |
| 138 | 115 | Providing and fixing brass stop cock of superior quality. A) 25mm | 137 | 3 | Each |
| 139 | 115.1 | b) 50mm | 138 | 3 | Each |
| 140 | 116 | P/f 110 mm rigid PVC soil waste and vent pipe.(Double socketed.) | 139 | 3 | Rm |
| 141 | 117 | Providing and fixing PVC single "T" with door (i) 110mm dia. | 140 | 5 | Each |
| 142 | 118 | Providing and fixing moulded PVC floor trap (i) 5" dia. | 141 | 2 | Each |
| 143 | 119 | Providing and fixing PVC coupler (i) 110mm dia. | 142 | 3 | Each |
| 144 | 120 | Providing and fixing C.P. brass shower rose with 12.5 mm or 19 mm inlet (i) 20mm diameter | 143 | 1 | Each |
| 145 | 120.1 | Security Barrack | 144 | ||
| 146 | 121 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres (i) Hard/Dense Soil. | 145 | 5.76 | Cum |
| 147 | 122 | 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 | 146 | 1.92 | Cum |
| 148 | 123 | Filling in plinth with sandy soil under floors including watering ramming, consolidating and dressing complete. | 147 | 11 | Cum |
| 149 | 124 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in (i) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 148 | 2.03 | Cum |
| 150 | 125 | Reinforcement for R.C.C. work i/c. bending, binding and placing in position complete. (i) Tor-steel bars | 149 | 285.65 | Kg |
| 151 | 126 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases upto floor five level excluding the cost of shuttering, finishing and reinforcement, with (i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). | 150 | 1.87 | cum |
| 152 | 127 | 2 nd class (local first class) brick work in foundation and plinth with cement mortar 1:3 ( 1 cement: 3 fine sand ). | 151 | 5.75 | cum |
| 153 | 128 | Half brick masonary 2 nd class (local first class) in cement mortar 1:3 (1 cement: 3 course sand) in Superstructure. | 152 | 63.48 | Sqm |
| 154 | 129 | 15 mm cement plaster 1:4 (1 cement: 4 coarse sand). | 153 | 72.75 | Sqm |
| 155 | 130 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. | 154 | 28.9 | Sqm |
| 156 | 131 | Applying one coat of cement primer of approved quality on wall surface. | 155 | 72.75 | sqm |
| 157 | 132 | Painting (two or more coats) with plastic emulsion paint of approved quality on new work except walls to give an even shade. | 156 | 72.75 | sqm |
| 158 | 133 | Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in | 157 | ||
| 159 | 133.1 | ( c) Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth. | 158 | 21.6 | Sqm |
| 160 | 134 | Providing wood works in frames of doors, windows, clerestory windows & other frames, wrought framed & fixed in position (i) Local best quality Uningthou | 159 | 0.46 | Cum |
| 161 | 135 | P/F 38 mm thick panelled, glazed or panelled and glazed shutters for doors windows and clerestory windows i/c bright finished brass hinges (with Ordinary type) with necessary screws. (i) Local best quality Uningthou | 160 | 10.05 | Sqm |
| 162 | 136 | Providing wood work in trusses, purlins, rafter, posts, post plate wall plate & the like wrought framed hoisted & fixed in position. b) Tolhao/Uchan/ Tolhao / Khangra wood. | 161 | 0.91 | cum |
| 163 | 137 | Trapzoidal Pre-painted Profile Sheet roofing of approved brand DYNA Roof or equivalent with self drilling screws of 68 mm long Xylon coated screws with PVC washer & caps complete, exclding the coat of purlinsr & trusses. i) Pre painted Galvanized Iron Sheet (PPGL) i) Profile sheet 0.50 mm/4.2 kgs/sqm | 162 | 85.07 | Sqm |
| 164 | 138 | Trapzoidal Pre-painted Profile Sheet for Ridges Gutter or Valley 610 mm wide of approved brand DYNA Roof or equivalent fixed with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps completed, exclding the coat of purlins rafter & trusses. i) Pre painted Galvanized Iron Sheet (PPGL) i) Profile sheet 0.50 mm/4.2 kgs/sqm | 163 | 10.2 | Rm |
| 165 | 139 | Providing & fixing M.S. Tower bolts (barrel type) with screws etc. complete. | 164 | ||
| 166 | 139.1 | i) 200 x 10 mm | 165 | 4 | Each |
| 167 | 139.2 | ii) 100x 10 mm | 166 | 12 | Each |
| 168 | 140 | Providing and fixing M.S. sliding bolts bright finished or black enamelled with nuts & screws etc. complete. | 167 | ||
| 169 | 140.1 | (ii) 250 x 16 mm | 168 | 2 | Each |
| 170 | 141 | Providing & fixing M.S. handles with necessary screws etc. complete. | 169 | ||
| 171 | 141.1 | (i) 125 mm | 170 | 8 | Each |
| 172 | 142 | 50 mm. cement concrete flooring 1:2:4 (1 cement: 2 course sand: 4 stone aggregate 20 mm. & down gauge finished with a floating coat of neat cement. | 171 | 46.17 | Sqm |
| 173 | 142.1 | Overhead Water Tank | 172 | ||
| 174 | 143 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres (i) Hard/Dense Soil. | 173 | 2.54 | Cum |
| 175 | 144 | 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. | 174 | 0.85 | Cum |
| 176 | 145 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in (i) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 175 | 1.45 | Cum |
| 177 | 146 | Reinforcement for R.C.C. work i/c. bending, binding and placing in position complete. (i) Tor-steel bars | 176 | 1049.78 | Kg |
| 178 | 147 | 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: (i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). | 177 | 2.22 | cum |
| 179 | 148 | Reinforced cement concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth and string courses, fillets columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement in (i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). | 178 | 1.35 | cum |
| 180 | 149 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases upto floor five level excluding the cost of shuttering, finishing and reinforcement, with (i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). | 179 | 3.4 | cum |
| 181 | 150 | 15 mm cement plaster 1:4 (1 cement: 4 coarse sand). | 180 | 48.47 | Sqm |
| 182 | 151 | Applying one coat of cement primer of approved quality on wall surface. | 181 | 48.47 | Sqm |
| 183 | 152 | Painting on wall (two coats) of plastic emulsion paint of approved quality in all shades on new work to give an even shade. | 182 | 48.47 | sqm |
| 184 | 153 | Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in | 183 | ||
| 185 | 153.1 | (a) Foundation, footings, bases of columns etc. and mass concrete. | 184 | 21.2 | sqm |
| 186 | 153.2 | (b) Columns, pillars, posts and struts (square, rectangular or polygon in plan). | 185 | 21.6 | Sqm |
| 187 | 153.3 | ( c) Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth. | 186 | 27.17 | Sqm |
| 188 | 154 | Providing and fixing water storage tank with 400 mm diameter nominal base G.I. overflow tube 25 mm nominal G.I. inlet and 15 mm nominal G.I. outlet tube i/c hoisting a height of 10 m above ground level. (i) 2000 litres net capacity storage tanks | 187 | 2 | Sqm |
| 189 | 155 | Providing and fixing GI pipes complete with GI fittings i/c trenching and refilling etc. (external work).(i) 25 mm dia | 188 | 22 | Rm |
| 190 | 156 | Providing and fixing C.P. bib cock of approved quality. (Swan neck left/right HN Delux ) 25mm | 189 | 6 | Each |
| 191 | 157 | Providing and fixing brass stop cock of approved quality. A) 25mm | 190 | 6 | Each |
| 192 | 157.1 | b) 50mm | 191 | 6 | Each |
| 193 | 157.2 | Septic Tank 2Nos | 192 | ||
| 194 | 158 | E/work in excavation in foundation, trenches or drains i/c dressing of sides and ramming of bottom lift upto 1.50 m i/c getting out the excavated soil and disposal of surplus soil as directed within a lead of 50m \n(a) Loose/soft soil. | 193 | 4.54 | cum |
| 195 | 159 | Providing and laying cement concrete in foundation & plinth excluding the cost of centering & shuttering.\na) 1 : 4 : 8 (1 Cement: 4 coarse sand: 8 graded stone aggregate: 40 mm nominal size). | 194 | 0.76 | cum |
| 196 | 159.1 | b) 1 :2 : 4 (1 Cement: 2 coarse sand: 4 graded stone aggregate: 20 mm nominal size). | 195 | 2.02 | cum |
| 197 | 160 | Reinforced Cement Concrete work in suspended floors, roofs landing, shelves & their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers upto floor two level but excluding cost of centering, shuttering and reinforcement\na) 1 : 1.5 : 3 (1 cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 196 | 1.24 | cum |
| 198 | 161 | Reinforcement for R.C.C. work i/c. bending, binding and placing in position complete\na) Tor steel bars. | 197 | 251 | kg |
| 199 | 162 | Providing formwork i/c centering & shuttering so as to give a rough finish strutting & propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m. & removal for the same for in-situ reinforced and plain concrete work in : a) fdn footing bases of column and mass concrete. | 198 | 4.16 | Sqm |
| 200 | 162.1 | b) Flat surface such as suspended floor, roofs landings and the like i)floors etc. upto 200 mm in thickness\n | 199 | 9.3 | sqm |
| 201 | 162.2 | e) Edges of slabs and bricks in floors and walls \ni) Under 20cms wide. | 200 | 18.2 | sqm |
| 202 | 163 | 2nd class ( local 1st class) brick works in foundation and plinth in cement mortar 1:3 ( 1 cement : 3 coarse sand). | 201 | 4.4 | Cum |
| 203 | 164 | Half brick masonry 2nd class (local first class) in cement mortar 1:3(1 cement : 3 coarse sand) in superstructure. | 202 | 1.78 | Sqm |
| 204 | 165 | Providing and fixing manhole for septic tank C.I. cover with frame 450x600mm( Heavy type) | 203 | 2 | Each |
| 205 | 166 | 15 mm thick with cement mortar 1:3 (1cement :3 c/sand )finished with a floating coat of cement | 204 | 43.54 | Sqm |
| 206 | 167 | P/f 110 mm rigid PVC soil waste and vent pipe. (Double socketed) | 205 | 20 | Rm |
| 207 | 168 | P/F MS holder bat clamps embedded in & i/c cement concrete blocks 112.5mm x 112.5mm of 1:2:4 mix ( Cement: 2 coarse sand:4 hard stone ballast 20mm & down gauge.) | 206 | 18 | Each |
| 208 | 169 | Providing and fixing PVC single "T" with door (i) 110mm dia. | 207 | 10 | Each |
| 209 | 170 | Providing and fixing moulded PVC floor trap (i) 110mm dia. | 208 | 20 | Each |
| 210 | 171 | Providing and fixing PVC vent cowl (i) 110mm dia. | 209 | 4 | Each |
| 211 | 172 | Providing and fixing PVC coupler (i) 110mm dia. | 210 | 32 | Each |
| 212 | 173 | Constructing masonry chamber 30 x 30 x 50 cm inside with 2nd class brick work (local first class) in cement mortar 1:5 (1 cement : 5 fine sand) for stop cock with C.I. surface box 100 x 100 x 75 mm (inside) with hinged covers fixed in cement concrete slab 1:2:4 (1 cement : 2 course sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 course sand). | 211 | 4 | Each |
| 213 | 173.1 | Security Tower | 212 | ||
| 214 | 174 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres (i) Hard/Dense Soil. | 213 | 13.62 | Cum |
| 215 | 175 | 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 | 214 | 4.54 | Cum |
| 216 | 176 | Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in (i) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 215 | 2.73 | Cum |
| 217 | 177 | Reinforcement for R.C.C. work i/c. bending, binding and placing in position complete. (i) Tor-steel bars | 216 | 670.81 | kg |
| 218 | 178 | 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: (i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). | 217 | 2.39 | Cum |
| 219 | 179 | Reinforced cement concrete work in walls (any thickness) i/c attached pilasters, buttresses, plinth and string courses, fillets columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement in (i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). | 218 | 1.72 | cum |
| 220 | 180 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases upto floor five level excluding the cost of shuttering, finishing and reinforcement, with (i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size). | 219 | 1.52 | cum |
| 221 | 181 | 2nd class (local first class) brick work in foundation and plinth in cement mortar 1:3 (1 cement: 3 fine sand) | 220 | 0.06 | cum |
| 222 | 182 | Half brick masonry 2nd class (local 1st class) in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure. | 221 | 6.08 | Sqm |
| 223 | 183 | 15 mm cement plaster 1:4 (1 cement: 4 coarse sand). | 222 | 47.4 | Sqm |
| 224 | 184 | Applying one coat of cement primer of approved quality on wall surface. | 223 | 47.4 | Sqm |
| 225 | 185 | Painting on wall (two coats) of plastic emulsion paint of approved quality in all shades on new work to give an even shade. | 224 | 47.4 | sqm |
| 226 | 186 | Providing form works i/c centering and shuttering so as to give a rough finish, strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in | 225 | ||
| 227 | 186.1 | (a) Foundation, footings, bases of columns etc. and mass concrete. | 226 | 21.62 | Sqm |
| 228 | 186.2 | (b) Columns, pillars, posts and struts (square, rectangular or polygon in plan). | 227 | 23.08 | Sqm |
| 229 | 186.3 | ( c) Sides or soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth. | 228 | 10.41 | Sqm |
| 230 | 187 | Providing wood work in trusses, purlins, rafter, posts, post plate wall plate & the like wrought framed hoisted & fixed in position. (i) First class Uningthou wood | 229 | 0.26 | cum |
| 231 | 188 | Trapzoidal Pre-painted Profile Sheet roofing of approved brand DYNA Roof or equivalent with self drilling screws of 68 mm long Xylon coated screws with PVC washer & caps complete, exclding the coat of purlinsr & trusses. i) Pre painted Galvanised Iron Sheet (PPGL) i) Profile sheet 0.50 mm/4.2 kgs/sqm | 230 | 13.76 | Sqm |
| 232 | 189 | Trapzoidal Pre-painted Profile Sheet for Ridges Gutter or Valley 610 mm wide of approved brand DYNA Roof or equivalent fixed with selt drilling screws of 68 mm long Xylon coated screws with PVC washer & caps completed, exclding the coat of purlins rafter & trusses. i) Pre painted Galvanised Iron Sheet (PPGL) i) Profile sheet 0.50 mm/4.2 kgs/sqm | 231 | 10.64 | Rm |
| 233 | 190 | 50 mm. cement concrete flooring 1:2:4 (1 cement: 2 course sand: 4 stone aggregate 20 mm. & down gauge finished with a floating coat of neat cement. | 232 | 8.01 | Sqm |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
