Construction And Installation Of Drinking Water Tank With Soler Pv Based Ground Water Lifting System Near Mantu Barman House At Sansad No Vii. Within The Area Of Dakshin Bara Haldibari G. P. Under Haldibari Development Block
Tender Value
5.17 Lakhs
Estimated cost
Bid Submission
11 Oct 2022
0 days left
EMD
10348
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
haldibari → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction And Installation Of Drinking Water Tank With Soler Pv Based Ground Water Lifting System Near Mantu Barman House At Sansad No Vii. Within The Area Of Dakshin Bara Haldibari G. P. Under Haldibari Development Block
BOQ
| Sl. No. | Item Description |
| 1 | It. No. 2(a) / Page. No. 1 of 315 ( Building Schedule ):- 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 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. |
| 2 | Item. No12 /Page- 229 of 315( Building Schedule ) :- Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints withlocal sand |
| 3 | It. No. 22(ii)// Page No. 34 of 315 ( Building Schedule ) :-Cement concrete with 30 mm down graded shingles excluding shuttering In ground floor(a) 1:3:6 proportion |
| 4 | It. No. 10(ii)// Page No. 24 of 315 ( Building Schedule ) :- 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 |
| 5 | 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. |
| 6 | Item No.36(f), Page No: 42 of 315 (As per Building schedule):- 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) (f) 25 mm to 30 mm shuttering without staging in foundation. |
| 7 | It. No. 1(ii-b)// Page No. 189 of 315 ( Building Schedule ) :- 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] b) with (4:1) cement plaster (i) 15mm thick plaster |
| 8 | Neat cement punning about 1.5mm thick wall dado, window sills, floor, drain etc. |
| 9 | Construction of circular soak well 2.5 metre deep in all types of sandysoils with dry brick work upto 1.6 metre from the bottom having 150 mmintermediate 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) toinside 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, dewateringand 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 |
| 10 | 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. For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia.50 mm dia. boring etc. |
| 11 | 100 mm dia. boring etc. |
| 12 | 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).(A) PVC Pipes 50 mm dia. boring etc. |
| 13 | 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).(A) PVC Pipes 100 mm dia. boring etc. |
| 14 | Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications.50 mm dia. boring etc. |
| 15 | Supplying, fitting and fixing heavy type bell mouth reducing socket 50 mm X 100 mm |
| 16 | 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 erectionall 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 796 of weight for finished structural members weighing not less than 22.S Kg. / m. or 15 % of weight for finished structal members weighing less than 22.S 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 |
| 17 | Item No-6/Page 37 of (d) 2000 litre capacity TANK-2000 L supplying P.V.C, water storage tank of approved quality with closed top with lid (Black) – Multilayer |
| 18 | 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). 25 mm dia |
| 19 | Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make, spray painted and tested to 21 kg per sq. cm. 15 mm |
| 20 | Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality. |
| 21 | Supply, delivery installation of 1000 watt peak capacity Solar Photovoltaic array panels (TATA POWER / AMRUT ENERGY/Webel Solar/make ) along with 1 H.P. capacity Solar Photovoltaic AC submersible pump set (designed to use with Solar Power) in the New existing bore-well/Tube well of approved brand (CG/AMRUT ENERGY/CRI/ make ) having discharge capacity not less than 1000 Ltrs/hour at 40 Mtrs, head including supply of all necessary materials viz, required dia. column pipes etc. as specified of approved quality, labour etc with all allied works as per direction of site In charge/ Engineer |
| 22 | Supply, Installation & Commissioning Commercial Water Filtration System. Commercial Water Filter removes up to 99.99% of contaminants including Iron, Lead, Chlorine, Fluoride, Cyanide, Giardia, Radium, Asbestos, Calcite, Heavy Metal, and other major contaminants. High Quality Commercial Water Filtration System: Express Water CommercialFiltration Systems are designed to be compact and durable, all components are protected and compactly organized for maximized storage efficient Commercial Water Filter: This Commercial Water Filter is outfitted with a prefilter commercial water filter system. 3 Stage Commercial Water Filter: Express Water 3 Stage Commercial Water Filter Systems includesmicron Sediment filter,Activated Carbon Block filters, Post-Activated Carbon filter for clean, clear, and fresh water wherever need it. |
| 23 | (Page No-222 of 315,Item No.11(iv) Building Schedule ) Supplying, fitting, fixing, Chain link fencing of approved quality with R.C.C posts wooden posts or iron posts by means of galvanised \"C\" clips to grid of horizontal strands of galvanised high tensile spring steel wire of 12 S.W.G which have to be tensioned and fixed to the vertical posts by means of galvanised special clips, bolts and nuts etc |
AI Tender Summary
Tender Timeline
Sep 26, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 11, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 13, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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