Construction Of Community Toilet At Stadium Play Ground,Haripur,Chanda Nagar. Under Namkhana Ps
Tender Value
4.97 Lakhs
Estimated cost
Bid Submission
17 Jan 2024
0 days left
EMD
9949
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
namkhana → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction of Community Toilet at Stadium play ground,Haripur,Chanda nagar. under Namkhana PS
BOQ
| Sl. No. | Item Description |
| 1 | Construction of Community Toilet |
| 2 | 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. (a) Depth of excavation not exceeding 1,500 mm. |
| 3 | 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. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation |
| 4 | 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. (payment to be made on measurement of finished quantity) |
| 5 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 6 | 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. 75 mm thick |
| 7 | 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. (i) Pakur Variety(i) In foundationetc. where necessary. |
| 8 | Reinforcement for reinforced concrete work in all sorts structure including distribution bars, stirrups, binders etc. including of rods initial straightening and removal of loose rust (if necessary), cutting to requisite length , hooking and bending with 16 gauge black annealed wire at every inter section, complete as per drawing and direction. II. JSW/SRM/SHYAM |
| 9 | Hire and labour charges for shuttering with centreing and necessary staging up to 4m using approved stout props thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, linteles curved or straight including fitting, fixing and striking out after complition of works upto roof. 25 mm to 30 mm thick wooden shuttering as per decision & direction of EIC. |
| 10 | 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge |
| 11 | 25 mm to 30 mm shuttering without staging in foundation |
| 12 | Brick work with 1st class bricks in cement mortar (1:6)(, i) In foundation and plinth |
| 13 | Brick work with 1st class bricks in cement mortar (1:6)( ii) In superstructure. Ground floor |
| 14 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in. Ground floor |
| 15 | 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]. With 6:1 cement mortar |
| 16 | (b) 20 mm thick plaster (1:6) |
| 17 | (c) 15 mm thick plaster(1:6) |
| 18 | (d) 10 mm thick plaster(1:4) |
| 19 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 20 | 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 includingroughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. |
| 21 | Floor : With 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.Coloured decorative |
| 22 | 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. Other than Coloured decorative including white |
| 23 | 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. One Coat |
| 24 | 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) : (Two coats) |
| 25 | 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. (a) One Coat |
| 26 | 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. |
| 27 | Supplying, Fitting & Fixing Factory made prelaminated P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm Prelaminated PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of screws to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer?s specification and direction of Engineer-in-Charge. |
| 28 | Supplying, Fitting & Fixing 30 mm thick both side prelaminated 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 75 mm 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 20 mm 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 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 adhesiveetc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. |
| 29 | 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 ofapproved paint.(i) 450 mm X 300 mm size |
| 30 | Supplying, fitting and fixing Flat back urinal (half stall urinal) in whitevitreous chinaware of approved make in position with brass screws on 75mm X 75 mm X 75 mm wooden blocks complete. 470 mm X 280 mm X 340 mm |
| 31 | Supplying, fitting and fixing 32 mm dia.Flush Pipe of approved make with necessary fixing materials and clamps complete. Polythene Flush Pipe. |
| 32 | 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).(i) 450 mm X 350 mm |
| 33 | 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. |
| 34 | Supplying P.V.C. water storage tank of approved quality with closed topwith lid (Black) - Multilayer(b) 500 litre capacity |
| 35 | Supplying ,fitting and fixing bib cock or stop cock. chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar). |
| 36 | PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent)15 mm |
| 37 | 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 separate payment will be made for accesories, specials. Payment for painting will be made seperately(a) For Exposed Work PVC Pipes (Dia) |
| 38 | 20 mm dia |
| 39 | 15 mm dia |
| 40 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. (i) Single Socketed 3 Meter Length. 110 mm |
| 41 | Fittings of UPVC Pipe. Plain Tee and others , 110 mm dia |
| 42 | 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.................(i) For 10 usersA) With Pakur variety. (SAIL/TATA/RINL) |
| 43 | 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 brickwork (1:4).....20mm thick cement plastering (1:4) to inside face upto the depth of cee 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. (SAIL/TATA/RINL) |
| 44 | 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 andlowering 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. (a) For depth upto 150 metre.(d) For depth upto 150 metre for 50 mm dia. tube well with top nlargement of 100 mm dia. |
| 45 | 100 mm dia. boring etc. top enlargement |
| 46 | 50 mm dia. boring etc. |
| 47 | For depth more than 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia. |
| 48 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. (ii) 75 mm dia. |
| 49 | Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications (ii) 50 mm dia. |
| 50 | Supplying, fitting and fixing plug of approved make conforming to I.S. specifications.(ii) 50 mm |
| 51 | 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). PVC Pipes |
| 52 | 100 mm dia. |
| 53 | 50 mm dia. |
| 54 | 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. |
| 55 | 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. |
| 56 | 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 |
| 57 | 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). PVC Pipes 32 mm dia. |
| 58 | Supply of Reducing Socket (mm X mm) (vii) 100 X 50 mm |
| 59 | Supplying, fitting and fixing G.I. cap at top. 100 mm dia |
| 60 | Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete. |
| 61 | Add 18% GST |
| 62 | Add 1% L&W cess |
AI Tender Summary
Tender Timeline
Dec 27, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 17, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 19, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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