Tender For Construction Of Gens And Ladies Separate Toilet Block At Tufanganj Ii Ps 5Th Sfc Tied Fund For The Year 2023 24
Tender Value
10.46 Lakhs
Estimated cost
Bid Submission
19 Dec 2023
0 days left
EMD
21000
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
tufanganj → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Gens And Ladies Separate Toilet Block At Tufanganj Ii Ps 5Th Sfc Tied Fund For The Year 2023 24
BOQ
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 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 |
| 3 | With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth. |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 5 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion |
| 6 | Brick work with 1st class bricks in cement mortar (1:6)a) In Foundation and plinth |
| 7 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4). In Ground Floor |
| 8 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4). In 1st Floor |
| 9 | 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.(ii ) River Bazree(I) GROUND FLOOR |
| 10 | 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.(ii ) River Bazree(I) GROUND FLOOR |
| 11 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction. (a) For works in foundation,basement and upto roof of ground floor/upto 4 m. (i) Tor steel / Mild steel I. (TATA/SAIL/RINL )(I) GROUUND FLOOR |
| 12 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction. (a) For works in foundation,basement and upto roof of ground floor/upto 4 m. (i) Tor steel / Mild steel I. (TATA/SAIL/RINL )(I) GROUUND FLOOR |
| 13 | 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 lupte roof of ground floor).(f) 25 mm to 30 mm shuttering without staging in foundation |
| 14 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard….. Above plinth up to 1st floor |
| 15 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard….. 1ST FLOOR |
| 16 | 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. multicavity hollow chamber of 59 mm x30 mm section with 2.0 mm (+/-0.2 mm) wall thickness.Horizontal & vertical section shall be fixed to each other by self tapping screws and 1 solid polymeric or M.S. galvanised tubular \"L\" shaped bracket 100mm x 20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 120 mm x30mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle, reinforced by solid polymer bar of 200 mm long at both ends and screws from both sides as lock rail. The section frame will then be fitted in by PVC panels of size 100 mmx25 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm 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 |
| 17 | Supplying, Fitting & Fixing Factory made P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm, 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 long 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 s per Manufacturer?s specification and direction of Engineer-in-Charge. |
| 18 | M.S. or W.I. Ornamental grill of approved design joints contiously welded with M.S., W.I. Flats and bars for windows railing etc. fitted and fixed with necessary screws and lugs in ground floor |
| 19 | Plaster (to wall, floor, ceiling etc.) with sand and cement morter including rounding off or chamfering corners as directed and raking out joints or roughening of concrete surfece, including throating, nosing and drip course wherer necessary (gr flr)With (6:1) cement mortarI) 15mm thick plaster. |
| 20 | II)20 mm thick plaster. |
| 21 | With (4:1) cement morter ) 10mm thick plaster. |
| 22 | II)15 mm thick plaster. 1st floor |
| 23 | II)20 mm thick plaster. 1st floor |
| 24 | With (4:1) cement morter ) 10mm thick plaster. 1st floor |
| 25 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. |
| 26 | 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. 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 @ 20kg/Sq.m.(a) Area of each tile above 0.09 Sq.m |
| 27 | 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. |
| 28 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer\"s specification. |
| 29 | Priming one coat to timber or plastered or steel surface, with ready mixed primer of approved quality, including smoothening surface bu sand papering etc. |
| 30 | Painting with best quality synthetic paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface if necessar |
| 31 | 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). (i) 40mm dia. (medium quality) |
| 32 | Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications.. (i) 40mm dia. (medium quality) |
| 33 | Supplying fitting fixing steel cutter pice 450 mm long. (i) 40mm dia. (medium quality |
| 34 | Supplying fitting fixing GI plug |
| 35 | Supplying GI long screw of TATA make 150 mm long |
| 36 | Labour for boring tube well of required dia by water jet system through any type of soil strata including hire & 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 this connection. The tube well should have a minimum 50mm gap in between the outside of the borewell and the bore. |
| 37 | Supplying fitting fixing catch valve vitrical GM tested 21 kg/ sqm40 mm dia |
| 38 | Supplying, fitting and fixing basin of approved make in white vitreous chinawarein position complete withfitting and two coats of painting of G.I. brackets.b) sink with drain board |
| 39 | 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. |
| 40 | 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 drawingand 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. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm.Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,Part I.Payment will be made separetly on the basis of actual height based on relevantI.S.Code.(i) For 10 users |
| 41 | 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 brickwork, 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 stonechips 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 coverslab with necessary fittings, making nacessary arrangements for pipe connections,excavation of well including shoring, dewatering and removing the exess earth fromthe premises as per direction complete in all respect with all costs of labour andmaterials.With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and |
| 42 | Supplying fitting fixing Orissa patarn water closed Indian pattern of approved make in white vitreous chinawarein position (excluding cost of concrete for fixing)ii) 580x440 mm long |
| 43 | Supplying,fitting and fixing cast iron \"P\" or \"S\" trap conformimg to I.S.3989/ 2009 and 1729/ 2002 including lead caulked joints and painting twocoats to the exposed surface. (Painting to be paid seperately). |
| 44 | Supplying,fitting and fixing Foot rest |
| 45 | Supplying fitting fixingPVCbib cock or stop cock |
| 46 | Supplying PVC water storage tank of approved quality with closed top with lid (black) multilayer1000 lt capacity |
| 47 | Labourfor hoisting water storage tank |
| 48 | Labourfor punching holewater storage tank |
| 49 | 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). |
| 50 | Supplying fitting and fixing water pump of approved quality1 HP |
| 51 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . 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, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials in any position above ground. (Payment will be made on the centre line measurements of total pipe line includingall specials. No separate payment will be made foraccesories, specials25 mm dia |
| 52 | 20 mm dia |
| 53 | 15 mm dia |
| 54 | Supplying of UPVC pipe (B-Type) and fitting confirming IS 13592-1992a) Single socketed 3 m length 75mm dia |
| 55 | 110 mm dia |
| 56 | 110 mm dia Bend 87.5 |
| 57 | 75 mm dia vent cowl |
| 58 | viii) Double Y with Door |
| 59 | Pipe Clip (a) 75 mm |
| 60 | Supplying fitting fixing 10 litre PVC low down cistern confirming to IS specification with PVC fittings complete, C.I. brakets including . . . . .etc. |
| 61 | Electrification with ilumination with necessary fittings & waring at each room with 12 watt LED lamp10 nos motor connection with 15 AMP switch set and necessary cable with main switch to connection with main line |
| 62 | GST 18% |
| 63 | Labour Cess |
AI Tender Summary
Tender Timeline
Dec 05, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedDec 19, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 21, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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