Kolkata Metropolitan Development Authority-KMDA has published Thorough Repairing Works Including Structural Strengthening Of Different Blocks In Kit Scheme No . Xxxv-R , Sih-I And Ladies Hostel At Christopher Road ( Phase - Ii ) . Submission Date for this Tender is 20-04-2020. Civil Work Tenders in XXXV-R, SIH-I and Ladies Hostel at Christopher Ro West Bengal. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 23-Mar-2020 | Corrigendum for Date Extension | Date | 20-04-2020 |
| Name of Work: "Thorough repairing works including structural strengthening of different blocks in KIT Scheme No. XXXV-R, SIH-I & Ladies Hostel at Christopher Road ( Phase - II) " | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. \n(a) In ground floor including roof. | Item 1 (a) | ||
| 2 | 1.01 | (a)At ground floor | 112.25 | Cum | |
| 3 | 1.02 | (b) At 1st. floor. | Item 1 (b) | 96.75 | Cum |
| 4 | 1.03 | (c) At 2nd. floor. | Item 1 (c ) | 96.75 | Cum |
| 5 | 1.04 | (d) At 3rd. Floor | Item 1 (d) | 105.25 | Cum |
| 6 | 2 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. \n (a) In ground floor including roof. | Item 2 (a) | ||
| 7 | 2.01 | (a)At ground floor | 15 | Cum | |
| 8 | 2.02 | (b) At 1st. floor. | Item 2 (b) | 15 | Cum |
| 9 | 2.03 | (c) At 2nd. floor. | Item 2 (c) | 15 | Cum |
| 10 | 2.04 | (d) At 3rd. Floor | Item 2 (d) | 15 | Cum |
| 11 | 3 | Dismantling artificial stone flooring upto 50 mm. thick by carefully chiselling without damaging the base and removing rubbish as directed within a lead of 75 m. | Item 3 | 1200 | Sqm |
| 12 | 4 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed | Item 4 | 19300 | Sqm |
| 13 | 5 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. | Item 5 | 1009 | Cum |
| 14 | 6 | Uprooting and removing plants from the surface of walls parapet etc and making good damages. (Repairing of damages to be paid separately). | Item 6 (a) | ||
| 15 | 6.01 | (a) Small plant of girth of exposed stem upto 75 mm. lift\nupto 6 mtr. | 200 | Nos. | |
| 16 | 6.02 | (b) Medium size plant of girth of exposed stem above 75 mm.\nbut not exceeding 150 mm. lift upto 6 mtr. | Item 6 (b) | 100 | Nos. |
| 17 | 7 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. (I) For structural members of specified sections weighing less than 22.5 Kg./m \n Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereof. | Item 7 | 4.76 | M.T. |
| 18 | 8 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any,in ground floor to 2nd. Floor.\n(i) Pakur Variety as per relevant IS codes. | Item 8 (a) | ||
| 19 | 8.01 | a)At ground Floor | 46 | Cum | |
| 20 | 8.02 | b)At 1st Floor | Item 8 (b) | 40 | Cum |
| 21 | 8.03 | c) At 2nd floor | Item 8 (c) | 40 | Cum |
| 22 | 8.04 | d) At 3rd Floor | Item 8 (d) | 40 | Cum |
| 23 | 9 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (a) Pakur Variety\n | Item 9 (a) | ||
| 24 | 9.01 | a)At ground Floor | 10 | Cum | |
| 25 | 9.02 | b)At 1st Floor | Item 9 (b) | 0.5 | Cum |
| 26 | 9.03 | c) At 2nd floor | Item 9 (c) | 0.5 | Cum |
| 27 | 9.04 | d) At 3rd Floor | Item 9 (d) | 9 | Cum |
| 28 | 10 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) \n(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | Item 10 (a) | ||
| 29 | 10.01 | (a) Ground floor | 500 | Sqm | |
| 30 | 10.02 | (b) At 1st. floor. | Item 10 (b) | 500 | Sqm |
| 31 | 10.03 | (c) At 2nd. floor. | Item 10 (c) | 500 | Sqm |
| 32 | 10.04 | (d) At 3rd. Floor | Item 10 (d) | 500 | Sqm |
| 33 | 11 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (i) Tor steel/Mild Steel \nI. SAIL/ TATA/RINL | Item 11 (a) | ||
| 34 | 11.01 | (a) For works in foundation and upto roof of ground floor/upto 4 m | 5.25 | M.T. | |
| 35 | 11.02 | (b) At 1st. floor. | Item 11 (b) | 4.5 | M.T. |
| 36 | 11.03 | (c) At 2nd. floor. | Item 11 (c) | 4.5 | M.T. |
| 37 | 11.04 | (d) At 3rd. Floor (Roof Level) | Item 11 (d) | 4.5 | M.T. |
| 38 | 12 | Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of new reinforcement. | Item 12 | 500 | Kg. |
| 39 | 13 | Cement concrete (1:1.5:3) with graded stone chips 5.6 mm size with hexagonal square mesh wire netting, I.R.C. fabric mesh or X.P. M. fitted and fixed after tying the existing reinforcement on concrete without distributing the same and with proper scarping and cleaning the reinforcement and disturbed concrete with wire brush etc. after applying a coat of cement including the cost of wire netting I.R.C or X. P. M. & cost of all handling and scaffolding complete as per direction of Engineer-in -charge.\n(a) 37.5mm thick | Item 13 | 6000 | Sqm |
| 40 | 14 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) | Item 14 (a) | ||
| 41 | 14.01 | (a)ground floor | 40 | Sqm | |
| 42 | 14.02 | (b) At 1st. floor. | Item 14 (b) | 40 | Sqm |
| 43 | 14.03 | (c) At 2nd. floor. | Item 14 (c) | 40 | Sqm |
| 44 | 14.04 | (d) At 3rd floor | Item 14 (d) | 40 | Sqm |
| 45 | 15 | Brick work with 1st class bricks in cement mortar (1:4) \n | Item 15 (a) | ||
| 46 | 15.01 | (a) In foundation and plinth | 10 | Cum | |
| 47 | 15.02 | (b)In super structure and ground floor | Item 15 (b) | 10 | Cum |
| 48 | 15.03 | At 1st Floor | Item 15 (c ) | 10 | Cum |
| 49 | 15.04 | At 2nd Floor | Item 15 (d) | 10 | Cum |
| 50 | 15.05 | At 3rd floor | Item 15 (e) | 10 | Cum |
| 51 | 16 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] \n | Item 16 (a) | ||
| 52 | 16.01 | (i) With 1:4 cement mortar | |||
| 53 | 16.02 | (a) 20 mm thick plaster | |||
| 54 | 16.03 | (A) In ground floor | 1500 | Sqm | |
| 55 | 16.04 | (B) At 1st Floor | Item 16 (b) | 1400 | Sqm |
| 56 | 16.05 | (C) At 2rd. Floor | Item 16 (c) | 1000 | Sqm |
| 57 | 16.06 | (D) 3rd Floor | Item 16 (d) | 1100 | Sqm |
| 58 | 16.07 | (b) 15 mm thick plaster | Item 16 (e) | ||
| 59 | 16.08 | (A) In ground floor | 2300 | Sqm | |
| 60 | 16.09 | (B) At 1nd. Floor | Item 16 (f) | 2100 | Sqm |
| 61 | 16.1 | (C) At 2rd. Floor | Item 16 (g) | 1800 | Sqm |
| 62 | 16.11 | (D) 3rd. Floor | Item 16 (h) | 1800 | Sqm |
| 63 | 16.12 | (c) 10 mm thick plaster | Item 16 (i) | ||
| 64 | 16.13 | (A) In ground floor | 1925 | Sqm | |
| 65 | 16.14 | (B) At 1nd. Floor | Item 16 (j) | 1500 | Sqm |
| 66 | 16.15 | (C) At 2rd. Floor | Item 16 (k) | 1350 | Sqm |
| 67 | 16.16 | (D) 3rd. Floor | Item 16 (l) | 1525 | Sqm |
| 68 | 17 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.\nNOTE:Cement 0.152 cu.m per100 sq.m. | Item 17 | 300 | Sqm |
| 69 | 18 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.\nIn ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement (i) 25 mm. thick \n | Item 18 (a) | ||
| 70 | 18.01 | (a) In ground floor | 300 | Sqm | |
| 71 | 18.02 | (b) In 1st Floor | Item 18 (b) | 300 | Sqm |
| 72 | 18.03 | (c) At 2nd. Floor | Item 18 (c) | 300 | Sqm |
| 73 | 18.04 | (d) At 3rd. Floor | Item 18 (d) | 300 | Sqm |
| 74 | 19 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominal size) excluding shuttering and reinforcement,if any, at Roof level as per relevant IS codes. \n Pakur variety | Item 19 | 200 | Cum |
| 75 | 20 | Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall\n(i) 3 mm thick (weighing 7.4 kg/Sq.m) | Item 20 | 130 | Sqm |
| 76 | 21 | Labour for taking out door and window frame including shutter for repair or replacement of different parts of the frame & refixing the same including mending good all damaes complete. (Concrete and brick work for mending damage will be paid separately)\n(a) Upto area 2.5 Sq.m | Item 21 | 280 | Sqm |
| 77 | 22 | Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). (a) Sal : Siliguri. | Item 22 (a) | ||
| 78 | 22.01 | (a) In ground floor | 2.25 | Cum | |
| 79 | 22.02 | (a) At 1st. floor. | Item 22 (b) | 2.25 | Cum |
| 80 | 22.03 | (b) At 2nd. floor. | Item 22 (c ) | 2.25 | Cum |
| 81 | 22.04 | (c) At 3rd. Floor | Item 22 (d) | 2.25 | Cum |
| 82 | 23 | Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) (a) 40mm X 6mm, 250mm Length | Item 23 | 700 | Nos. |
| 83 | 24 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (a) 75mm. X 40mm. X 1.12mm. | Item 24 | 1300 | Nos. |
| 84 | 25 | i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. (a) 200mm long | Item 25 | 60 | Nos. |
| 85 | 26 | Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings.\nIn ground floor.(In case of non-supply of single plank, penal rate of reduction of 20% will be made)\n(i) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. (a) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. | Item 26 (a) | ||
| 86 | 26.01 | (a) At Ground Floor | 30 | Sqm | |
| 87 | 26.02 | (b) At 1st Floor | Item 26 (b) | 30 | Sqm |
| 88 | 26.03 | (c) At 2nd Floor | Item 26 (c) | 30 | Sqm |
| 89 | 26.04 | (c) At 3rd. Floor | Item 26 (d) | 30 | Sqm |
| 90 | 27 | Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete. | Item 27 (a) | ||
| 91 | 27.01 | (a) In Ground Floor | 81 | M | |
| 92 | 27.02 | (b) At 1st. Floor | Item 27 (b) | 81 | M |
| 93 | 27.03 | c) At 2nd. Floor | Item 27 (c) | 81 | M |
| 94 | 27.04 | (d) At 3rd. Floor (Roof Level) | Item 27 (d) | 81 | M |
| 95 | 28 | PVC Door Shutter-30 mm thick:Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C.\nmulticavity hollow chamber of suitable size and section with 2.0 mm (+/-0.2 mm) wall thickness, the section will have 2nos. built in beads, horizontal & vertical section shall be fixed to each other by self tapping screws and 2 nos. of solid plastic or M.S. tubular galvanised brackets of length 200mmx80mm and other100mmx100mm both 1.20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 105 mm x37mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle as lock rail reinforced by solid polymer bar of 200 mm long at both ends abd screws from both sides. The section frame will then be fitted in by PVC panels of size 100 mmx20 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia and screws from both sides 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete.The rate is exclusive of cost of hinges, hasp bolt, tower bolt,door ring etc.\n | Item 28 (a) | ||
| 96 | 28.01 | (a)In ground floor. | 30 | Sqm | |
| 97 | 28.02 | (b) At 1st Floor | Item 28 (b) | 30 | Sqm |
| 98 | 28.03 | (c) At 2nd. Floor | Item 28 (c ) | 30 | Sqm |
| 99 | 28.04 | (d) At 3rd. Floor (Roof Level) | Item 28 (d) | 30 | Sqm |
| 100 | 29 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.In ground floor.(In case of non-supply of single plank, penal rate of reduction of 20% will be made) \n(i) Grill weighing above 16 Kg./sq.mtr and above | Item 29 (a) | ||
| 101 | 29.01 | (a) At Ground Floor | 7.5 | Qntl. | |
| 102 | 29.02 | (b) At 1st. Floor | Item 29 (b) | 7.5 | Qntl. |
| 103 | 29.03 | (c) At 2nd. Floor | Item 29 (c ) | 7.5 | Qntl. |
| 104 | 29.04 | (c) At 3rd. Floor (Roof Level) | Item 29 (d) | 7.5 | Qntl. |
| 105 | 30 | Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. | Item 30 | 30 | Sqm |
| 106 | 31 | Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge) | Item 31 | 11500 | Sqm |
| 107 | 32 | (b) Rendering the surface of walls and ceiling with white cement based\nwall putty of approved make and brand(1.5mm thick | Item 32 | 16800 | Sqm |
| 108 | 33 | Colour washing with any shade with Stainers, as required including\ncleaning and smoothening surface thoroughly (i) Internal surface (All floors) (b) Two coats (i) Other than yellow, pink | Item 33 | 9100 | Sqm |
| 109 | 34 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the\nEIC. (a) Two Coats | Item 34 (a) | ||
| 110 | 34.01 | (a) In Ground Floor: | 5250 | Sqm | |
| 111 | 34.02 | (b) At 1nd. Floor | Item 34 (b) | 5250 | Sqm |
| 112 | 34.03 | (c) At 2rd. Floor | Item 34 (c) | 5250 | Sqm |
| 113 | 34.04 | (d)At 3rd Floor | Item 34 (d) | 5250 | Sqm |
| 114 | 35 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer (A)Two Coat\nc) Super Protective 100% Acrylic Emulsion. | Item 35 (a) | ||
| 115 | 35.02 | (a)At ground Floor | 2875 | Sqm | |
| 116 | 35.03 | (b) At 1st Floor | Item 35 (b) | 2875 | Sqm |
| 117 | 35.04 | (c) At 2nd Floor | Item 35 (c) | 2875 | Sqm |
| 118 | 35.05 | (d) At 3rd. Floor | Item 35 (d) | 2875 | Sqm |
| 119 | 36 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | Item 36 | 3000 | Sqm |
| 120 | 37 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (a) On steel or other metal surface : With other than hi-gloss of approved quality- (i) Two coats (with any shade except white) | Item 37 | 3000 | Sqm |
| 121 | 38 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | Item 38 (a) | 8500 | Sqm |
| 122 | 39 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (a) On timber or plastered surface : With other than hi-gloss of approved quality- (i) Two coats (with any shade except white) | Item 39 (b) | 8500 | Sqm |
| 123 | 40 | Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)\n(A) For Exposed Work | Item 40 (a) | ||
| 124 | 40.01 | (i) 15 mm dia. medium quality | 200 | M | |
| 125 | 40.02 | (ii) 20 mm dia. medium quality | Item 40 (b) | 170 | M |
| 126 | 40.03 | (iii) 25 mm dia. medium quality | Item 40 (c) | 170 | M |
| 127 | 40.04 | (iv) 40 mm dia. medium quality | Item 40 (d) | 170 | M |
| 128 | 41 | Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.). | Item 41 (a) | ||
| 129 | 41.01 | (i) 40 mm dia | 6 | Nos. | |
| 130 | 41.02 | (ii) 25 mm dia | Item 41 (b) | 12 | Nos. |
| 131 | 42 | Supplying, fitting and fixing bib cock or stop cock. (a) Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm.\n | Item 42 | ||
| 132 | 42.01 | (i) 15 mm | 15 | Nos. | |
| 133 | 43 | Supplying, fitting and fixing Shallow water closet Indian pattern (I.P.W.C.) of approved make in white vitreous chinaware in position (excluding cost of concrete for fixing). | Item 43 | ||
| 134 | 43.01 | (i) 580 mm long | 6 | Nos. | |
| 135 | 44 | Wash basin vitreous china of approved make (without fittings) supplied,fitted and fixed in position on 75mm X 75 mm X 75 mm wood blocks and C.I. brackets including two coats of painting of C.I. brackets. | Item 44 | ||
| 136 | 44.01 | (i) 450 mm X 300 mm size | 6 | Nos. | |
| 137 | 45 | Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint. | Item 45 | ||
| 138 | 45.01 | (i) 450 mm X 300 mm size | 6 | Nos. | |
| 139 | 46 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer | Item 46 (a) | ||
| 140 | 46.01 | (a) 1500 litre capacity | 10 | Nos. | |
| 141 | 46.02 | (b) 1000 litre capacity | Item 46 (b) | 10 | Nos. |
| 142 | 47 | Labour for hoisting plastic water storage tank.\n(i) Upto 1500 litre capacity.(a) Upto 1st story from G.L. | Item 47 (a) | 10 | Nos. |
| 143 | 47.01 | (b) Extra for each additional story | Item 47 (b) | 10 | Nos. |
| 144 | 48 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete\n(A) UPVC Pipes: | Item 48 (a) | ||
| 145 | 48.01 | (i) 110 mm. Dia. | 1500 | M | |
| 146 | 48.02 | (ii) 75 mm. Dia. | Item 48 (b) | 600 | M |
| 147 | 48.03 | B) UPVC Fittings:\n (a) Plain Tee | Item 48 (c) | ||
| 148 | 48.04 | (i) 110 mm. Dia. | 300 | Nos. | |
| 149 | 48.05 | (ii) 75 mm. Dia. | Item 48 (d) | 200 | Nos. |
| 150 | 48.06 | (b) b) Plain Y | Item 48 (e) | ||
| 151 | 48.07 | (i) 110 mm. Dia. | 250 | Nos. | |
| 152 | 48.08 | (ii) 75 mm. Dia. | Item 48 (f) | 125 | Nos. |
| 153 | 48.09 | c) Bend 87.5 degree (i) 75 mm. Dia. | Item 48 (g) | 125 | Nos. |
| 154 | 48.1 | ii) 110 mm. Dia. | Item 48 (h) | 250 | Nos. |
| 155 | 48.11 | Supply of UPVC pipes (B Type) & fittings conforming to IS- 13592 - 1992 | Item 48 (i) | ||
| 156 | 48.12 | A) (i) Single Socketed 3 Meter Length (i) 75mm | 80 | M | |
| 157 | 48.13 | (ii)110mm | Item 48 (j) | 200 | M |
| 158 | 48.14 | B) Double Socketed 3 Meter Length (i) 75mm | Item 48 (k) | 25 | M |
| 159 | 48.15 | (ii) 110mm | Item 48 (l) | 50 | M |
| 160 | 48.16 | C) Single Socketed 1.8 Meter Length (i) 75mm | Item 48 (m) | 50 | M |
| 161 | 48.17 | (ii) 110mm | Item 48 (n) | 80 | M |
| 162 | 48.18 | B) Double Socketed 1.8 Meter Length (i) 75mm | Item 48 (o) | 25 | M |
| 163 | 48.19 | (ii) 110mm | Item 48 (p) | 50 | M |
| 164 | 48.2 | E) Fittings (1) 75mm dia. | Item 48 (q) | ||
| 165 | 48.21 | a)75mm Coupler | 25 | Nos. | |
| 166 | 48.22 | b)75mm Plain Tee | Item 48 (r) | 50 | Nos. |
| 167 | 48.23 | c)75mm Door Tee | Item 48 (s) | 50 | Nos. |
| 168 | 48.24 | d)75mm Plain Y | Item 48 (t) | 50 | Nos. |
| 169 | 48.25 | e)75mm Door Y (LH) & (RH) | Item 48 (u) | 60 | Nos. |
| 170 | 48.26 | f)75mm Double Y | Item 48 (v) | 60 | Nos. |
| 171 | 48.27 | g)75mm Door Bend (LH) & (RH) | Item 48 (w) | 60 | Nos. |
| 172 | 48.28 | (2) 110mm dia. | Item 48 (x) | ||
| 173 | 48.29 | a)110mm Coupler | 100 | Nos. | |
| 174 | 48.3 | b)110mm Plain Tee | Item 48 (y) | 130 | Nos. |
| 175 | 48.31 | c)110mm Door Tee | Item 48 (z) | 120 | Nos. |
| 176 | 48.32 | d)110mm Plain Y | Item 48 (za) | 110 | Nos. |
| 177 | 48.33 | e)110mm Door Y (LH) & (RH) | Item 48 (zd) | 120 | Nos. |
| 178 | 48.34 | f)110mm Double Y | Item 48 (ze) | 110 | Nos. |
| 179 | 48.35 | g)75mm Door Bend (LH) & (RH) | Item 48 (zf) | 110 | Nos. |
| 180 | 49 | Supplying, fitting and fixing PVC pipes of approved makeof Schedule -80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground.\n(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)\n(a) For Exposed Work\nPVC Pipes | Item 49 (a) | ||
| 181 | 49.01 | i) 15mm Dia | 1000 | M | |
| 182 | 49.02 | ii) 25mm Dia. | Item 49 (b) | 800 | M |
| 183 | 50 | M.S. works in brackets made from flats, angles, tees etc. to sizes specialy bent, twisted, forged; making holes drilled and fitted to rafter of trusses with necessary bolts, nuts, washer or screws etc.(length of straight not less than 230 mm) | Item 50 | 16 | Qntl. |
| 184 | 51 | Ready to use Non-Shrink, Cementious Micro Concrete (SIKA REP MICROCONCRETE-4) excluding Stone Chips, Shuttering and Reinforcement.\nFOR ALL FLOORS: (This item should be used as per decision and direction of Engineer-in-Charge). | Item 51 | 20 | Cum |
| 185 | 52 | Labour for propping up overhead members as a precautionary measure against falling as directed with necessary planks, Eucalyptus props, packing nails, wire ropes, iron wires etc. including hire charges of all materials fitting, fixing dismantling and removing the props etc and all ancillary works in this connection complete. | Item 52 | 62000 | Cum |
| 186 | 53 | Taking out old damaged tarfelt from the roof, parapet etc. preparing the roof surfaces by removing all spoils, blisters, moss etc. from the working site and disposal of the same beyond the compound and cleaning the site in all respect as per direction of Engineer-in-Charge. | Item 53 | 3000 | Sqm |
| 187 | 54 | Supplying & laying 3mm thick pre-fabricated plastomeric water proofing membrane conforming to EN 12311-1 & ASTMD 5147, manufactured with atactic poly propylene (APP) modified premium grade asphalt , specially reinforced with non-woven polyester core with polyester reinforcement @160 gms per sqm & both faces covered with thermo-fusible polyethylene film /MineraL on top face over a coat of primer @ 0.40 lit/sqm of manufacturer's specification on smooth,clean dry surface prepared wherever required.Lap joint shall be provided of 75 mm in longitudinal & 100 mm in transverse direction and fused using LPG/ Propane torch employing extra care ensuring full bondage, complete removal of entrapped air and sealing edges into grooves in appropriate manner as per direction of Engineer-in-charge all complete including materials,labour and applicable taxes. (Payment shall be made on the basis of finished surface area.).Membrane Property: Softening Point > 150 deg C, Cold Flexibility < -6 deg C, Tensile Strength, N/cm : 600 (longitudinal), 450 (transverse), Tearing Strength, N: 300 (longitudinal), 200 (transverse) | Item 54 | 5150 | Sqm |
| 188 | 55 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make as per IS: 15965: 2012 and IS: 14246: 2013 (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap.(Payment to be made on area of finished work). | Item 55 | 250 | Sqm |
| 189 | 56 | Precast pierced concrete jally work as per design and manufacturer's specification including moulding etc. with stone chips and necessary reinforcement shuttering complete including fitting, fixing in position in all floors.(b) 37.5 mm thick panels | Item 56 | 6 | Sqm |
| 190 | 57 | Labour for Chipping of concrete surface before taking up\nPlastering work. | Item 57 | 6300 | Sqm |
| 191 | 58 | Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades. | Item 58 | 639.59 | Kg. |
| 192 | 59 | Removing corroded worn out portion of reinforcement (when the area of bar is damaged by more than 25%) by cutting and replacing the same by a new plain round bar of requisite diameter by binding with required lap / welding with old bar, including cost of reinforcement, complete in all respect including removing unserviceable materials from site as per direction of the Engineer - in - charge. Note : Payment on weight (Kg.) of new reinforcement. | Item 59 | 100 | Kg. |
| 193 | 60 | Welding in M.S. structural work with gas or electric | Item 60 (a) | ||
| 194 | 60.01 | (a) Tack weld | 8000 | Point | |
| 195 | 60.02 | (b) Continuous weld. | Item 60 (b) | 10000 | Cm. run |
| 196 | 61 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (A) Floor\nWith Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.(a) Area of each tile upto 0.09 Sq.m | Item 61 (a) | ||
| 197 | 61.01 | (a) In Ground Floor: | 20 | Sqm | |
| 198 | 61.02 | (b) At 1nd. Floor | Item 61 (b) | 20 | Sqm |
| 199 | 61.03 | (c) At 2rd. Floor | Item 61 (c ) | 20 | Sqm |
| 200 | 61.04 | (d)At 3rd Floor | Item 61 (d) | 20 | Sqm |
| 201 | 61.05 | (B) Wall\nWith Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m\n(i) Coloured decorative | Item 61 (e ) | ||
| 202 | 61.06 | (a) In Ground Floor: | 60 | Sqm | |
| 203 | 61.07 | (b) At 1nd. Floor | Item 61 (f) | 60 | Sqm |
| 204 | 61.08 | (c) At 2rd. Floor | Item 61 (g) | 60 | Sqm |
| 205 | 61.09 | (d)At 3rd Floor | Item 61 (h) | 60 | Sqm |
| 206 | 62 | Supplying, fitting and fixing reinforcement bar in existing foundation with necessary mechanical drill machine, bar to be grouted with fiser or hilti compounnd ( Excluding cost of reinforcement) 16mm dia. | Item 62 | 60 | Nos. |
| 207 | 63 | Fixing of shear reinforcement over concrete surface with necessary drilling and bar should be grouted with fiser or hitli compound 8mm dia. | Item 63 | 4000 | Nos. |
| 208 | 64 | Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacture's specified time as per manufacture;s specification. (0.4 Kg / m2 of concrete surface).Note: Applicable only when the full diameter of reinforcement steel is exposed | Item 64 | 500 | Sqm |
| 209 | 65 | Labour for cutting R.C.core concrete through mechanical cutter up to depth of 150mm x 150mm X 150mm | Item 65 | 30 | Nos. |
| 210 | 66 | Add GST @ 12% on Total amount over item No. 1 to 65, i.e. Rs.30018335.00 | Item 66 | 3.00183e+07 | Percentage |
| 211 | 67 | Add Labour Welfare Cess @ 1% on Total amount over item No. 1 to 66, Rs 33620535.00 | Item 67 | 3.36205e+07 | Percentage |
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