Public Health Engineering Department-PHED has published Construction Of 2 Sets Sanitary Laterine (5 Nos In A Row And 4 Nos. Urinal As 1 Set) Per Departmental Model Drawing, Construction Of 3 Nos Vat For Bathing And All Other Allied Works In The Premises In Dc/Rc At Bolpur College In41-Bolpur Pc In Connection W. Submission Date for this Tender is 20-04-2024. Toilet Bathroom Tenders in birbhum West Bengal. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches or drainsin all sorts of soil (including mixed soilbut excluding latarite and sand stone) but including removing spreading or stacking the spoils within in a lead of 75m. as directed and including trimming theof trenches, leveling dressing and rammingsides the bottom, bailingout water etc. as required complete. a) Depth of excavation not exceeding 1500 mm. |
| 2 | Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with powered earth or local sand. |
| 3 | OrdinaryCement concrete (mix 1:2:4) with graded stone chips (20mm nominal size)excludingshutteringandreinforcement,ifany, in ground floor as per relevant IS codes.(A)Pakur variety |
| 4 | Ordinary cement concrete(3:1.5:1) with graded stone chips (20 mm size) nominal size excluding shuttering and reinforcement , if any in ground floor as per relevant IS Code. (a)Pakur variety |
| 5 | Filling in foundation or plinth by silver in layer not exceeding15 cm as directed and consolidatingthe same by through saturation with water ramming complete including the cost of supply of sand. Do - by fine sand |
| 6 | Brick work with 1st class brick in C.M (1:6). a) In foundation and plinth (6:1) |
| 7 | 125mm. thickbrickworkwith1st class bricks incementmortar (1:4) in ground floor. |
| 8 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. Including watering and ramming etc. layer by layer complete.A) With earth obtained from excavation of foundation. |
| 9 | Hire and labour charges for shuttering with centering and necessary staging upto 4 mtr using approved about props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels, curved or straight including fitting, fixing & striking out after completion of works (upto roof of ground floor) a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineering-in-charge. 25 mm to 30 mm shuttering without staging in foundation |
| 10 | 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 inter-section, complete as per drawing and direction.a)For works in foundation basement upto roof of ground floor/upto 4 m . i)Top Steel /Mild Steel[III Other Manufacturers not Specified] |
| 11 | Artificial stone in floor, dado, staircase etc. with cement concrete (4:2:1) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (2:1) including smooth finishing and rounding off corners and including raking out joints or roughening of concrete surface andapplication of cement slurry before flooring works, using cement @ 1.75 kg/sq.m. all complete including all materials and labour.In ground floor 3 mm thick topping (high) polishing, grinding on this item is not permitted with ordinary cement). i) 25 mm thick. |
| 12 | Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc. |
| 13 | Plaster (to wall, floor, ceiling etc) with sand & cement mortar includgrounding off or chamfering corners as directed a ramming out joints or roughening of concretesurface by chamfering etc. including threading noising and drip course where necessary. (Ground Floor) i) With 6:1 cement mortar a) 15 mm thick plasteroutside |
| 14 | 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 confo rming 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.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. I) For structural members of specified sections weighing less than 22.5 Kg./m |
| 15 | 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 EIC. |
| 16 | Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer).a) 2 coats. Standard quality. |
| 17 | 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] |
| 18 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc including using of a approved putty etc on the surface if necessary A) On steel or other metal surface (with other than hi gloss of approved quality). i) 2 coats (with any shade except white) (Hi gloss) |
| 19 | Supplying, fitting & fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make supplied, fitted fixed in positioncomplete excluding p or s trap. (excluding cost of concrete for fitting) i) 530mm x 410 mm |
| 20 | Supplying fitting and 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 et. If necessary and mending good damages including joining with jointing materials (Spun yarn, Valamoid/Bitumen/M-Seal etc) Complete. (a) 110 mm. dia. |
| 21 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 Supplying, fitting and fixing upvc or "s" trap [110 X 110 P Trap 75 mm |
| 22 | Supply of UPVC Vent Cowl 110 mm dia |
| 23 | UPVC Bend 87.5º….110 mm |
| 24 | UPVC Plain Tee 110 mm dia |
| 25 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof cour se or below flooring or roof terracing or in foundation or in foundation trenches |
| 26 | R.C.C. well ring made with cement concrete 1:1.5:3 with stone chips and 0.80 % reinforcement (including the cost of shuttering and reinforcement) cast at site fitted and fixed in position after proper curing true to plumb in the well including jointing with cement mortar 1:2 complete as per direction. a) 65 mm thick and 0.9 metre internal dia. |
| 27 | 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. comp lete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).With 0.5 mm thick sheet |
| 28 | Supplying, Fitting & Fixing 30 mm thick Double Leaf Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th.both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. In ground floor. |
| 29 | 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 x50mm 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 x20mm 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. |
| 30 | 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. (i) 470 mm X 280 mm X 340 mm |
| 31 | Supplying, fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps. (I) 1050 mm long |
| 32 | Hire charges of bucket and mug each 04 nos. for maximum period of 07 (Seven) days for the users of 05 (Five) nos. temporary lattrine in a row / cluster of one unit including carring, loading & unloading and labour charges complete as per specification and direction of E.I.C. |
| 33 | Maintence of tempory and existing latrine, urinals, spot sources with supply of bleching powder (06 kgs) for maximam period of 14 (Fourteen) days and dismanlting of temporary latrine with filling of ditches by earth, burning bamboo and other materils, dismalting R.C.C. squaring plate of necessary including dressing and removing of spoils to make the site tidy to its original position, spreading of bleaching powder including carrying, loading& unloading and labour charges complete as per requirement, specification for 05 (Five) nos. temporary latrine an a row / cluster as one unit with all sorts of materials and labour and direction of E.I.C |
| 34 | Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming to IS:4985-2000 with latest revision and amendments, if any, with necessary UPVC/CI specials, CIDF sluice valves, as per relevant I.S. specification including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder, road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arock including cutting of brick payment without damaging the existing telephone/electrical cable line etc. (in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost. Loading, unloading, carrying of pipes, specials, valves from the local store to work site and lowering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment, jointing the pipe and specials including supplying of good quality/approved brand solvent cement (as per IS:14182-1994 including cost of all fabricated PVC fitting i.e. tees,bend, reducers, adopter etc.as per IS: 101-1988 and making flange Joints Including supplying required quantity of nuts, bolts and rubber insertion (CIDF sluice valves will be supplied by the department free of cost) as required at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional method Including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining an average depth of cushion of 1.10mtr. from the top of pipe line including making interconnection with distribution pipes etc. all complete as per drawing direction and satisfaction of the E.I.C. A)Pressure Rating-III ii)Laying of Pipeline including cost of pipe, fittings/specialsbut excluding cost of valves a)50 mm Dia. |
| 35 | Supplying, fitting and fixing PVC pipes for underground work 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 including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.) (a) 32mm |
| 36 | (b) 25mm |
| 37 | PTMT Bib cock/stop cock (prayagor equivalent)--(a) 15mm dia |
| 38 | Earth work in excavation of foundation trenches or drainsin all sorts of soil (including mixed soilbut excluding latarite and sand stone) but including removing spreading or stacking the spoils within in a lead of 75m. as directed and including trimming theof trenches, leveling dressing and rammingsides the bottom, bailingout water etc. as required complete. a) Depth of excavation not exceeding 1500 mm. |
| 39 | Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with powered earth or local sand. |
| 40 | 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. (Dist- 45 km) |
| 41 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. (i) upto 150mm th. |
| 42 | Filling in foundation or plinth by silver in layer not exceeding15 cm as directed and consolidatingthe same by through saturation with water ramming complete including the cost of supply of sand.1) With Silver sand. |
| 43 | Brick work with 1st class brick in C.M(1:6). a) In foundation and plinth (6:1) |
| 44 | b)125mm th. Brick work (1:4) |
| 45 | Earth work in filling in foundation trenches or plinth with good earth in layers not exceeding 150 mm. Including watering and ramming etc. layer by layer complete.A) With earth obtained from excavation of foundation. |
| 46 | Hire and labour charges for shuttering with centering and necessary staging upto 4 mtr using approved about props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels, curved or straight including fitting, fixing & striking out after completion of works (upto roof of ground floor) a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineering-in-charge. 25 mm to 30 mm shuttering without staging in foundation |
| 47 | 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 inter-section, complete as per drawing and direction.a)For works in foundation basement upto roof of ground floor/upto 4 m . i)Top Steel /Mild Steel (JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL) |
| 48 | Artificial stone in floor, dado, staircase etc. with cement concrete (4:2:1) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (2:1) including smooth finishing and rounding off corners and including raking out joints or roughening of concrete surface andapplication of cement slurry before flooring works, using cement @ 1.75 kg/sq.m. all complete including all materials and labour.In ground floor 3 mm thick topping (high) polishing, grinding on this item is not permitted with ordinary cement).i) 25 mm thick. |
| 49 | Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc. |
| 50 | Plaster (to wall, floor, ceiling etc) with sand & cement mortar includgrounding off or chamfering corners as directed a ramming out joints or roughening of concretesurface by chamfering etc. including threading noising and drip course where necessary. (Ground Floor) i) With 6:1 cement mortar a) 15 mm thick plasteroutside |
| 51 | Supplying fitting and 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 et. If necessary and mending good damages including joining with jointing materials (Spun yarn, Valamoid/Bitumen/M-Seal etc) Complete. (a) 110 mm. dia. |
| 52 | UPVC Bend 87.5º |
| 53 | UPVC Plain Tee 110 mm dia |
| 54 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof cour se or below flooring or roof terracing or in foundation or in foundation trenches |
| 55 | R.C.C. well ring made with cement concrete 1:1.5:3 with stone chips and 0.80 % reinforcement (including the cost of shuttering and reinforcement) cast at site fitted and fixed in position after proper curing true to plumb in the well including jointing with cement mortar 1:2 complete as per direction. a) 65 mm thick and 0.9 metre internal dia. |
| 56 | Supplying, Fitting & Fixing 30 mm thick Double Leaf Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th.both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. In ground floor. |
| 57 | 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 x50mm 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 x20mm 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. |
| 58 | Supplying,fitting & fixing plastic water storage tank of approved quality with closed top with lid (black)-multilayer--(b) 1000 litre capacity ( water tank supplied from departmental store) |
| 59 | Add GST @18% on sum of Item No. 1 to 19 |
| 60 | Add Cess @1% on sum of Item No. 1 to 20 |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
