Construction Of Mass Drinking Water Supply Storage Tank Near Halla Basti Office, Mouza. Uttar Darua Ward No. I Under Contai Municipality
Tender Value
1.11 Lakhs
Estimated cost
Bid Submission
10 Jun 2025
0 days left
EMD
2220
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
contai → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Mass Drinking Water Supply Storage Tank Near Halla Basti Office, Mouza. Uttar Darua Ward No. I Under Contai Municipality
BOQ
| Sl. No. | Item Description |
| 1 | PWDPage No - 1, Item No.- 2. (a), |
| 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 1500 mm |
| 3 | P.W.D. - Page - 2, Item No. 4(A) |
| 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 | Page No.- 47 / Item No.- 3. |
| 6 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or infoundation or in foundation trenches. |
| 7 | Page No.- 34 / Item No.- 22(A)(a) |
| 8 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)In ground floorPakur Varity(a) 1:3:6 proportion |
| 9 | P.W.D, Page No.- 24, Item no.- 4 (a) |
| 10 | 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. (i) Pakur Variety |
| 11 | P.W.D, Page No.- 26, Item no.- 10(i) |
| 12 | 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 |
| 13 | Page No.- 43, Item no.- 40(i)(I). |
| 14 | 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. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. JSW/ JSPL/Shyam/SRMB/BMASL/Electro Steel / SSL |
| 15 | Page No.- 42 / Item No.- 36 |
| 16 | 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)c) 25 mm to 30 mm thick wooden shuttering without staginga)In ground floor. |
| 17 | P.W.D, Page No.- 43, Item no.- 36 (f). |
| 18 | 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) a) 25 to 30 mm thick wooden shuttering as per design & direction of Engineer - In - Charge |
| 19 | Page No.- 15/ Item No.- 8(a) |
| 20 | Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth |
| 21 | Page No.- 1, Item no.- 3(a). |
| 22 | 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. |
| 23 | Page No.- 189 / Item No.- 1 (b) |
| 24 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortarincluding rounding off or chamfering corners as directed andraking 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) 15 mm thick plaster |
| 25 | Page No.- 192 / Item No.- 15 |
| 26 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 27 | Page No.- 64/ Item No.- 35(A) (b)(i) |
| 28 | 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.(A) FloorWith 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.(b) Area of each tile upto 0.09 Sq.m(i) Coloured decorative |
| 29 | Page No.- 64/ Item No.- 35(A) (b)(i) |
| 30 | B) WallWith 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.mb) Area of each tile upto 0.09 Sq.m(i) Coloured decorative |
| 31 | S & P Schedule Page No.- 37/ Item No.-6(f) |
| 32 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer(b) 3000 litre capacity |
| 33 | S & P Schedule Page No.- 37/ Item No. - 10 (ii) |
| 34 | Labour for hoisting plastic water storage tank.(ii) Above 1500 litre upto 5000 litre capacity.(a) Upto 1st story from G.L. |
| 35 | S & P Schedule Page No.- 37/ Item No. - 13 |
| 36 | Labour for punching hole in Plastic water storage tank upto 50 mm |
| 37 | S & P Schedule Page No.- 89/ Item No. - 4 |
| 38 | 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 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, dewatering and 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 (1:6) and1.00m inside diaOther than SAIL/TATA/RINL) |
| 39 | S & P Schedule Page No.- 87/ Item No. - 1 |
| 40 | 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 chipsover 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 with100 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 externalsurfaces 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 inexcavation 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.i) With Pakur variety (Other than SAIL/TATA/RINL). |
| 41 | S & P Schedule Page No.- 7/ Item No. - d(i) |
| 42 | Supplying, fitting and fixing push cock of heavy quality and approved make and brand.Polythene15 mm dia |
| 43 | S & P Schedule Page No.- 5/ Item No. - 5(vi) |
| 44 | Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).(vi) 25 mm dia |
| 45 | S & P Schedule Page No.- 1/ Item No. - 2 |
| 46 | Supplying, fitting and fixing brass ferrule including connection with P.V.C. pipe of approved make upto 450 mm long with plumbing joint,brass over C.P. coupling at both ends, with cap and lining complete in all respect, including cutting trenches in all sorts of soil and filling up trenches as per direction of the Engineer-in-charge.All Districts of WestBengalItem No. Description of Item(i) 15 mm dia. |
| 47 | S & P Schedule Page No.- 12 / Item No. - 19(i)a |
| 48 | 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 clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings asrequired,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting willbe made seperately)(a) For Exposed WorkPVC Pipes20 mm dia |
| 49 | 15 mm dia |
| 50 | Page No.- 13/ Item No. - 19 (ii) |
| 51 | 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.)For Water Outlet to Soak well150 mm Dia |
| 52 | Add GST @ 18% ( Sl. No.- 1 to 25) |
| 53 | Add Labour welfare Cess @1% (Sl.No.-1 To 26) |
AI Tender Summary
Tender Timeline
May 29, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedJun 10, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 13, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender