Calcutta State Transportation Corporation has published Infrastructure Development Of Sarsuna Bus Terminus , Sarsuna . 2Nd Call. Submission Date for this Tender is 21-10-2019. Infrastructure Work Tenders in SARSUNA West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work : INFRASTRUCTURE DEVELOPMENT OF SARSUNA BUS TERMINUS,SARSUNA. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed | 1 | 420 | M3 |
| 2 | 2 | Taking out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from roof or wall after unscrewing bolts, nuts, screws etc.and stacking the material at site as directed. | 2 | 60 | M2 |
| 3 | 3 | 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\na) In ground floor including roof. | 60 | M3 | |
| 4 | 4 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. \n(a) In ground floor including roof upto 150 mm. thick | 25 | M3 | |
| 5 | 5 | 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 | 4 | M3 | |
| 6 | 6 | 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.\n(a)In ground floor including roof | 160 | M2 | |
| 7 | 7 | Dismantling carefully terraced floor only (including floor finish if any) or lime terracing in ground floor roof and removing rubbish as directed within a lead of 75 m. | 35 | M3 | |
| 8 | 8 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. \n(a) Depth of excavation not exceeding 1,500 mm\n | 790 | M3 | |
| 9 | 9 | Dismantling of flexible pavements and disposal of dismantles materials upto lead of 100m, stacking serviceable and unserviceable materials separately as per Technical specifications Clause 202 for Rural Roads of MORD. \n(I) By Manual Means\n (b) Granular Courses \n | 297 | M3 | |
| 10 | 10 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. | 260 | M2 | |
| 11 | 11 | 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\n | 1650 | M3 | |
| 12 | 12 | 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. | 1900 | M2 | |
| 13 | 13 | Cutting chase upto 125 x 150 mm. and subsequent mending of damages.\n (a) in brick wall \n | 80 | M | |
| 14 | 14 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. \n | 190 | M3 | |
| 15 | 15 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\n\n (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : | 170 | M3 | |
| 16 | 16 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge. | 1080 | M2 | |
| 17 | 17 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 1400 | M2 | |
| 18 | 18 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor \n(A) [Pakur Variety]\n (a) 1:3:6 proportion | 240 | 200 | M3 |
| 19 | 19 | 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.\na) Pakur Variety \n | 65 | M3 | |
| 20 | 20 | 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.\na) Pakur Variety | 13 | M3 | |
| 21 | 21 | 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) (When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)\n(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.\n | 200 | M2 | |
| 22 | 22 | 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\n(a) For works in foundation and upto roof of ground floor/upto 4 m \n(i) Tor steel ( SAIL/ TATA/RINL)\n | 41 | MT | |
| 23 | 23 | 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 as per relevant IS codes.\n(i) Pakur Variety\n | 340 | M3 | |
| 24 | 24 | Brick work with 1st class bricks in cement mortar (1:6) \n (a) In foundation and plinth | 56 | M3 | |
| 25 | 24.1 | (b) In superstructure, ground floor | 85 | M3 | |
| 26 | 25 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. | 250 | M2 | |
| 27 | 26 | 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.\nc) 37.5mm thick | 80 | M2 | |
| 28 | 27 | 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(i) With 1:6 cement mortar \n(a) 20 mm thick plaster | 2100 | M2 | |
| 29 | 27.1 | (ii) With 1:4 cement mortar \n(b) 15 mm thick plaster | 200 | M2 | |
| 30 | 28 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc\n | 200 | M2 | |
| 31 | 29 | 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 excluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). \n(d) Sal : Local\n | 0.75 | M3 | |
| 32 | 30 | Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well-seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in ground floor. \n(a) 35 mm thick shutters (single leaf) | 18 | M2 | |
| 33 | 31 | 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. \n(ii) 40mm thick shutters with 19mm thick panel of size 30 to 45 cm\n(b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. | 36 | M2 | |
| 34 | 32 | 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\n | 26 | M | |
| 35 | 33 | 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- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, 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. \nPayment 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.\n | 12 | M2 | |
| 36 | 34 | 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- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, 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. \nPayment 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.\nI) For structural members of specified sections weighing less than 22.5 Kg./m\n | 13.5 | MT | |
| 37 | 35 | (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.\n(i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr. | 9 | QNTL | |
| 38 | 36 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or concrete 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 EIC. In Ground Floor: \n(a) One Coat | 1300 | M2 | |
| 39 | 37 | 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. In Ground floor (Two Coat) \nc) Super Protective 100% Acrylic Emulsion | 1300 | M2 | |
| 40 | 38 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) \n(a) One Coat \nii) Solvent based interior grade Acrylic Primer | 1000 | M2 | |
| 41 | 39 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface. \nTwo Coats | 1000 | M2 | |
| 42 | 40 | Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cement concrete ( 1:2:4) with stone chips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing.\n\nIn Ground floor Flash butt welded windows and ventilators \n\n(b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars.\n\n | 15 | M2 | |
| 43 | 40.1 | (iv) Two point nose steel handle including fitting and fixing. | 28 | EACH | |
| 44 | 40.2 | (vi) steel peg stay 300 mm long including fitting and fixing | 28 | EACH | |
| 45 | 40.3 | (viii) M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars. | 250 | KG | |
| 46 | 41 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials.\n | 75 | M2 | |
| 47 | 42 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | 440 | M2 | |
| 48 | 42.1 | (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | 180 | M2 | |
| 49 | 43 | (A) 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 :\n(a) On timber or plastered surface : With super gloss (hi-gloss) \n(ii) Two coats (white in shade | 180 | M2 | |
| 50 | 43.1 | (b) On steel or other metal surface : With super gloss (hi-gloss) \n(ii) Two coats | 440 | M2 | |
| 51 | 44 | Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. \n(I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back side of tiles, 0.2 kg/ Sq.m white cement for joint filling with pigment.\n(A) Deep Colour & White | 290 | M2 | |
| 52 | 45 | 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.\n\n(B) Wall With 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. \n\n(a) Area of each tile upto 0.09 Sq.m\n\n (i) Coloured decorative\n | 110 | M2 | |
| 53 | 46 | Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging, curing and roughening of concrete surface complete. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] In ground floor\n(a) Area of each Granite slab 0.6 to 1.0 Square meter | 80 | M2 | |
| 54 | 47 | 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.\nA) UPVC Pipes: \n(iii) 160 mm. Dia.\n | 40 | M | |
| 55 | 47.1 | c) Bend 87.5 degree\n(iii) 160 mm. Dia. | 15 | EACH | |
| 56 | 48 | 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. \n | 200 | M2 | |
| 57 | 49 | 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. \n(c) 40mm X 6mm, 125mm Length | 130 | EACH | |
| 58 | 50 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. \n(iv) 75mm. X 47mm. X 1.70mm | 200 | EACH | |
| 59 | 51 | i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.\n(c) 300mm long. | 15 | EACH | |
| 60 | 52 | Iron socket bolt of approved quality fitted and fixed complete.\n(c) 150mm long x 10mm dia bolt. \n | 12 | EACH | |
| 61 | 52.1 | (e) 300mm long x 10mm dia bolt. | 29 | EACH | |
| 62 | 53 | 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 (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.\n (i) In Roof:- \n a) With 0.5 mm thick sheet\n | 70 | M2 | |
| 63 | 54 | Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. \n(i) 3 mm thick | 10 | M2 | |
| 64 | 55 | Providing and fixing exterior quality Aluminium Composite Panel (ACP) wall cladding on existing Al. /MS frame work with GI brackets, ACP fixed on the existing frame work by folding the edges of ACP panel (Engraving the rear surface of ACP sheet) with CP angles, cleats and strainless Steel screws forming groves at the periphery of ACP panel. Such grooves filled with foam and silicon sealant etc. complete with all materials (but including the cost of silicon sealant), labour, scaffolding and all other incidental charges complete in all respect as per specification and direction of Engineer-in-charge. \n(b) 4mm thick (0.50mm Al.+3.0mm LDPE +0.50mm Al. PVDF coating) | 410 | M2 | |
| 65 | 56 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer\n(b) 1000 litre capacity | 3 | EACH | |
| 66 | 57 | 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.)\n(iv) 50 mm dia | 2 | EACH | |
| 67 | 57.1 | (vi) 32 mm dia | 2 | EACH | |
| 68 | 57.2 | (vii) 25 mm dia | 2 | EACH | |
| 69 | 57.3 | (viii) 20 mm dia | 3 | EACH | |
| 70 | 57.4 | (ix) 15 mm dia | 4 | EACH | |
| 71 | 58 | 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.\nA) For Exposed Work \n(a) (i) 15 mm dia. light quality | 30 | M | |
| 72 | 58.1 | (b) (i) 20 mm dia. light quality | 25 | M | |
| 73 | 58.2 | (c) (i) 25 mm dia. light qualit | 20 | M | |
| 74 | 58.3 | (d) (i) 32 mm dia. light qualit | 60 | M | |
| 75 | 58.4 | (e) (i) 40 mm dia. light quality | 50 | M | |
| 76 | 58.5 | (f) (i) 50 mm dia. medium quality | 30 | M | |
| 77 | 59 | 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.\nii) 550 mm X 400 mm size | 4 | EACH | |
| 78 | 60 | 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).\n(i) 580 mm long | 4 | EACH | |
| 79 | 61 | Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete.\n(i) 635 mm X 395 mm X 420 mm | 3 | EACH | |
| 80 | 62 | Supplying, fitting and fixing Squating plate with integral flushing in white vitreous chinaware of approved make in cement concrete (6:3:1) with jhama chips complete. (Payment of concrete will be paid seperately).\n(i) 450 mm X 350 mm | 2 | EACH | |
| 81 | 63 | Supplying, fitting and fixing bib cock or stop cock. \n(a) (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand). | 8 | EACH | |
| 82 | 63.1 | (b) (i) Chromium plated Bib Stop Cock (Equivalent to Code No. 513 (A) &513 (B)& Model - Tropical / Sumthing Special of ESSCO or similar brand). | 7 | EACH | |
| 83 | 64 | Supplying, fitting and fixing shower of approved brand and make.\n(a) (i) Chromium plated round shower with revolving joint 100 mm dia with rubid cleaning system (Equivalent to Code No. 542(N) & Model Tropical / Sumthing Special of ESSCO or similar brand).\n | 3 | EACH | |
| 84 | 65 | Supplying, fitting and fixing PVC pipes of approved make of 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. (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 PVC Pipes (Dia) \n50 mm | 20 | M | |
| 85 | 66 | Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia\n(ii) 450 mm long | 8 | EACH | |
| 86 | 67 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992\n(A) (i) Single Socketed 3 Meter Length\n (c) 160 mm | 15 | M | |
| 87 | 68 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592- Supplying, fitting and fixing Half round channel with or without outlet as required set in cement concrete (6:3:1) with jhama chips complete. (Payment of concrete will be paid seperately).\n(i) 600 mm X 100 mm\n(b) White vitreous chinaware | 12 | M | |
| 88 | 69 | Supplying, fitting and fixing Foot rest for water closet of size 275 mm X 125 mm with\n(b) Porcelain of approved make. | 16 | EACH | |
| 89 | 70 | Supplying, fitting and fixing 18 mm thick marble partition slab with chawk doongri marbel square cut, both sides polished with two front corners rounded and edges polished | 4 | M2 | |
| 90 | 71 | Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver red as per I.S. 3438 / 1965 together with brass C.P. hinges\n(ii) 600 mm X 450 mm | 3 | EACH | |
| 91 | 72 | Supplying, fitting and fixing soap holder. \n(b) Fibre glas | 10 | EACH | |
| 92 | 73 | Supplying, fitting and fixing towel rail with two brackets.\n(b) Aluminium\n(ii) 25 mm dia. and 600 mm long | 4 | EACH | |
| 93 | 74 | Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all external surfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials\ni) With Pakur variety. (SAIL/TATA/RINL) | 2 | EACH | |
| 94 | 75 | Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. \n(ii) For 20 users \nA) With Pakur variety | 1 | EACH | |
| 95 | 76 | Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.\n\nSAIL/TATA/RINL Dia. | 1 | EACH | |
| 96 | 77 | Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore.\n(a) For depth upto 150 metre.\n(iii) 80 mm dia. boring etc | 110 | M | |
| 97 | 77.1 | (b) For depth more than 150 metre.\n(iii) 80 mm dia. boring etc. beyond 150 metre | 95 | M | |
| 98 | 77.2 | (e) For depth upto 150 metre for 80 mm dia. tube well wuth top enlargement of 150 mm dia.\n(ii) 150 mm dia. boring etc. top enlargement | 40 | M | |
| 99 | 78 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). \n(A) PVC Pipes (Dia) \n80mm\n | 185 | M | |
| 100 | 78.1 | 150mm | 40 | M | |
| 101 | 78.2 | (L) Reducing Socket (mm X mm)\n150 X 80 | 1 | EACH | |
| 102 | 79 | Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications\n(iii) 80 mm dia. | 20 | M | |
| 103 | 80 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.\n(iii) 75 mm dia. | 1 | EACH | |
| 104 | 81 | Supplying, fitting and fixing G.I. cap at top\n(i) 150 mm \n | 2 | EACH | |
| 105 | 82 | Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required. | 3 | DAYS | |
| 106 | 83 | Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report. | 1 | EACH | |
| 107 | 84 | Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. | 1 | L.S | |
| 108 | 85 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete.\n\nNote: Initial 6 m. of Annular space between the housing pipe and the bore should not be shrouded with Pea size gravel to avoid contamination with surface water. | 2.5 | M3 | |
| 109 | 86 | Supplying and laying of 3 core 2.5 sq.mm. wire mound copper cable. | 70 | M | |
| 110 | 87 | Supplying and installation panel board containing starter,ammeter,volt meter fuse with inter connection the equipment by copper wire. | 1 | EACH | |
| 111 | 88 | Supplying and installation of 1.5 H.P.KSB make sub-mersible pump motor set. | 1 | EACH | |
| 112 | 89 | Supplying, fitting and fixing plug of approved make conforming to I.S. specifications.\n(ii) 50 mm | 1 | EACH | |
| 113 | 90 | Supplying, fitting and fixing M.S socket ring\n(ii) 150 mm | 1 | EACH | |
| 114 | 91 | Supplying,fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm.\n(vi)50 mm | 1 | EACH | |
| 115 | 92 | Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement, footpath etc. including necessary underlay 25 mm thick [avg] cement mortar (1:3) complete in all respect with all labour and materials. [Using cement slurry @ 4.4 kg/Sq.m at back side and @2.4 kg/Sq.m for joint filling]\nRed Variety \n(ii) 30 mm. thick | 200 | M2 | |
| 116 | 93 | Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post) or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt and binding wire where necessary. | 1200 | M | |
| 117 | 94 | Supplying galvanised straining bolts (with eye at one end with double nuts and washers) fitted and fixed complete.\n (ii) 12 mm. dia.\n (b) 250 mm.\n | 100 | EACH | |
| 118 | 95 | Supplying galvanised staples fitted and fixed complete.\n (b) 32.5 mm. to 37.5 mm. siz | 1000 | EACH | |
| 119 | 96 | Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge. | 130 | M2 | |
| 120 | 97 | Cleaning the exposed reinforcement preferably upto full diameter by wire brush, applying two coats of polymer based rust removing compound left for 24 hours, removing the coating and then applying two (2) coats of polymer modified anti corrosive protective coating formulated to inhibit the corrosion of reinforcement as per manufacturer's specification | 10 | M2 | |
| 121 | 98 | Applying epoxy based reactive joining agent for joining the old concrete with fresh concrete to be applied within manufacturer's specified time as per manufacturers specification. | 110 | M2 | |
| 122 | 99 | Providing and fixing at or near ground level precast cement concrete in kerbs (size: 450 mm x 350 mm x width 150 mm at bottom with bevelled nosing at top) of cement concreat M20 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-inCharge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete. | 50 | M | |
| 123 | 100 | Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed. | 1 | M3 | |
| 124 | 101 | Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item in ground floor and foundation.\n(ii) With approved concrete pump | 30 | M3 | |
| 125 | 102 | supplying and installing 3 seater airport chair made with a steel body, arm at both sides with PU cushion and adjustable for the passenger sitting greeted with cement concrete (4:2:1) on the floor complete in all respect as directed by Engr.-in-charge at the site. | 9 | EACH | |
| 126 | 103 | Supplying fitting and fixing 600 mm (±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as 'C' clips, R.B.T clips etc.) | 160 | M | |
| 127 | 104 | Supplying, fitting and fixing in position fibre glass panes of approved quality with resin, nail, clip etc. as per IS:12866-1989. \n(d) 3.0 mm thick (5.10 Kg/Sq.m) | 27 | M2 | |
| 128 | 128 | ADD : GST - 12% (SGST = 6% & CGST = 6%) | 1 | no. | |
| 129 | 129 | ADD : WEST BENGAL LABOUR WELFARE CESS = 1% | 28 | 1 | no. |
| 130 | Total in Figures |
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