Tender For Installation Of Submersible Pump At Dhantola Akahrabari Gosai Mandir, Under Kotwali G.P
Tender Value
Ref. Documents
Estimated cost
Bid Submission
10 Jul 2024
0 days left
EMD
5000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kotwali → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Installation Of Submersible Pump At Dhantola Akahrabari Gosai Mandir, Under Kotwali G.P
BOQ
| Sl. No. | Item Description |
| 1 | Earthwork in excavation in foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sand stone) icluding removing, spreading & stacking the spoil within a lead of 75m as directed. The item includes necessary trimming the sides of trenches. Levelling, dressing and ramming the bottom, bailing out of water as required complete.(a) Depth of excavation not exceeding 1500 mm. |
| 2 | Earthwork 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 obtainedfrom excavation of foundation. |
| 3 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. |
| 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. |
| 5 | Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor(A) [Pakur Variety](a) 1:3:6 proportion |
| 6 | Brick work with 1st class bricks in cement mortar (1:4)a) In foundation and plinth |
| 7 | Brick work with 1st class bricks in cement mortar (1:6) …...(b) In superstructure, ground floor |
| 8 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement if any, in ground flooras per relevant IS codes.iii) RajMahal |
| 9 | Hire and labour charges for shuttering with centering and necessary stagingupto 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)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction ofEngineer-In-Charge. |
| 10 | Supplying bending and binding and laying in position steel reinforcement of different diamensions in cement concrete work of different components in foundation and in superstructure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and confirming to IS 280 at every intersection hooked and bent to correct shape and placed in forms etc, including cost of black annealed wire and cost of loding, unloding, carriage of all steel materials and as directed. |
| 11 | 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.(A) Floor |
| 12 | 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.(B) Wall |
| 13 | 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](i) With 1:6 cement mortar (c) 15 mm thick plaster |
| 14 | 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](i) With 1:6 cement mortar (b) 20 mm thick plaster |
| 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](ii) With 1:4 cement mortar (c) 10 mm thick plaster |
| 16 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 17 | 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.)(iii) Two coats. |
| 18 | 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.d) For depth upto 150 metre for 50 mm dia. tube well with topenlargement of 100 mm dia.i) 50 mm dia |
| 19 | Labour for boring tube well of required dia. by water jet system throughany 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.d) For depth upto 150 metre for 50 mm dia. tube well with topenlargement of 100 mm dia.i) 100 mm dia |
| 20 | Washing and developmenttube well with air compressor pump & engine for 8 (eight) hour conditions pumping per day as necessary arrangement for yield in gallons per hour with V notch including hire & labour & fuel charges for all tools & Plants & scaffolding as required complete in all respects according to the direction of the .E.I.C. |
| 21 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pia size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-in-charge including cost of all materials labour and equipment complete. |
| 22 | Supply, fitting and fixing PVC pipes for underground work of approved make of (medium duty) conforming to ASTMD-1785 & threaded to match with G.I-pipes as per IS:1239 (Part-I) with all necessary accessories………(a) Carriage up to work site (each socket fitted) i) 50 mm dia |
| 23 | Supply, fitting and fixing PVC pipes for underground work of approved make of (medium duty) conforming to ASTMD-1785 & threaded to match with G.I-pipes as per IS:1239 (Part-I) with all necessary accessories………(a) Carriage up to work site (each socket fitted) i) 100 mm dia |
| 24 | Supplying fitting and fixing of P.V.C reducing socket with ISI mark.(a)100 mm x 50 mm |
| 25 | Supplying fitting and fixing high density polythine strainer of approved make with adapter confirming to I.S specification.(a) 50 mm dia. |
| 26 | Supplying, fitting and fixing steel cutter piece up to 450 mm long with sockets.(a) 50 mm dia. |
| 27 | upply, fitting and fixing PVC pipes for underground work of approved make of (medium duty) conforming to ASTMD-1785 & threaded to match with G.I-pipes as per IS:1239 (Part-I) with all necessary accessories… for delivery from housing (well pipe)......... (a) 40 mm dia. |
| 28 | Supplying, fitting & fixing G.I pipes of \"TATA\" make with all necessary accessories, specials viz.socket,bend,tee,union cross,elbo,nipple,long screw, 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 fitting as required joining materials and two coats of painting with approved paint in any position above ground. level & in under ground.(Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accessorie, specials.) (i)20 mm dia. (M) |
| 29 | Supplying, fitting & fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq.cm.(i)20 mm dia. |
| 30 | Supplying, fitting & fixing alloy iron with brass spindle bib cock / stop cock of approved brand and make, spray painted andtested to 21 kg per sq.cm.(i)20 mm dia. |
| 31 | Supply, fitting and fixing at site of submersible pumping machinery capable of discharging clear of water 5000 litre per hour against total head of 49 M. complete with single phase (220 V ), 50 Hz. A.C. Motor (mark KSB/TEXMO/CROMPTON) along with 3 mt. Submersible Cable.(H.Q curve of pump should be produced at the time of delivery) (1.5 H.P) |
| 32 | Supply, fitting & fixingof 3 core 2.5 mm 2 Flat Copper Submersible Cable ( mark FINOLEX/HAVELL\"s) |
| 33 | (a) Supply and delivery of M.S. Rest clamp complete. Nut & Bolts of 10 mm thick for 40 mm dia. |
| 34 | (b)40 mm dia. G.I. Bend x 900/M |
| 35 | Supply & delivery of 32 Amp. SPN Main Switch (HAVELL\"s) |
| 36 | Supply and delivery of control panel made of 16 SWG M.S. sheet phosphate powder Dust & Vermin proof consist of following ( internal wing complete).(i) 40 mm dia. (M) |
| 37 | Supply and delivery of G.M. Non return valve of 40 mm dia. of ISI mark. |
| 38 | Supplying P.V.C. water storage tank of approved quality with closed topwith lid (Black) - Multilayer |
| 39 | Labour for hoisting plastic water storage tank(i) Upto 1500 litre capacity(a) Upto 1st story from G.L. |
| 40 | M.S. vertical iron treatment plant of dia 400 mm X 1700 mm height with filtermedia and charged media fine gravels with all pipe fitting & fixingcomplete in all respect and 5.00 no of valve used ….. With ISI marks and as per direction of E.I.C. |
| 41 | Construction of circular soak well 2.5m deep in all types of sandy soils with dry brick work upto 1.6m from bottom having 150mm intermediate cement brick work (6:1) band all round and cement brick work (6:1) upto 0.9m from top with 19mm cement plastering (4:1) to inside face upto the depth of cement brickwork, 12mm thick cement plaster (1:4) pn outer face from top to the well upto G.L. and 6mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00m of inside of the well with brick metal -------------- [ Page-74, Item<4>] |
| 42 | Providing and Display Board at Site an taking three stages of works\"s Photographs etc. complete ….. |
| 43 | Quatation fee for W.B.S.E.D.C.L Connection |
| 44 | GST @ 18% |
| 45 | Cess @ 1% |
| 46 | Contingency |
AI Tender Summary
Tender Timeline
Jul 03, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJul 10, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 12, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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