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Construction Of Rainwater Harvesting At The Campus Of Kazi Nazrul University , Asansol In The District Of Paschim Barddhaman ., Asansol,Paschim Bardhaman-West Bengal

Public Works Department-PWD has published Construction Of Rainwater Harvesting At The Campus Of Kazi Nazrul University , Asansol In The District Of Paschim Barddhaman .. Submission Date for this Tender is 27-01-2021. Water Harvesting Tenders in Asansol,Paschim Bardhaman West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

26599570
Construction Of Rainwater Harvesting At The Campus Of Kazi Nazrul University , Asansol In The District Of Paschim Barddhaman .
Open Tender
Indian
West Bengal
Asansol,Paschim Bardhaman
27-01-2021

Tender Details

Construction Of Rainwater Harvesting At The Campus Of Kazi Nazrul University , Asansol In The District Of Paschim Barddhaman .

Key Value

Document Fees
Refer document
EMD
INR 19425.0 /-
Tender Value
INR 9.71 Lakhs /-

BOQ Items

Name of Work: Construction of Rainwater harvesting at the campus of Kazi Nazrul University, Asansol in the District of Paschim Barddhaman.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or andstone) 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. Item1 44 %Cum
2 1.01 b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring Item2 8 %Cum
3 2 Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm.nincluding watering and ramming etc. layer by layerncomplete. (Payment to be made on the basis of measurement of finished quantity of work)\n(a) With earth obtained from excavation of foundation. Item3 7 %Cum
4 3 Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm.nincluding watering and ramming etc. layer by layerncomplete. (Payment to be made on the basis of measurement of finished quantity of work)\n(a) With earth obtained from excavation of foundation. Item4 29 Sqm
5 4 Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier]\nIn Ground Floor and Foundation (ii) With approved concrete pump Item5 16 Cum
6 5 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. Item6 29 Sqm
7 6 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (6mm nominalsize) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codes. Pakur variety Item7 2.5 Cum
8 7 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) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work Item8 114 Sqm
9 7.01 (f) 25 mm to 30 mm shuttering without staging in foundation Item9 9 Sqm
10 8 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.\n\n Item10
11 8.01 (a) For works in foundation, basement and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel\nI. SAIL/ TATA/RINL Ground floor Item11 1.75 Mt
12 9 Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directednwith topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including\nsmooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor.\n3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement. (iii) 35 mm. thick Item12 35 Sqm
13 10 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. Item13
14 10.01 (A) Floor\nWith 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. Item14
15 10.02 (b) Area of each tile above 0.09 Sq.m Item15
16 10.03 (ii) Other than Coloured decorative including white Item16 20 Sqm
17 10.04 (B) Wall\nWith 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. Item17
18 10.05 (b) Area of each tile above 0.09 Sq.m Item18
19 10.06 (ii) Other than Coloured decorative including white Item19 15 Sqm
20 11 250 mm thick Brick work with Fly Ash bricks 250mmX125mmX75mm as per IS 12894:2002 in cement mortar (1:6) (b) In superstructure, ground floor Ground floor Item20 9 Cum
21 12 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] Item21
22 12.01 (ii) With 1:4 cement mortar. (c) 10 mm thick plaster Item22 197 Sqm
23 13 Neat cement punning about 1.5mm thick in wall,dado,window\nsill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. Item23 197 Sqm
24 14 Supplying, fitting and fixing in position C.I. manhole/ pit cover with rim. (b) Square (iii) 600 mm X 600 mm X 32 kg (approx.) Item24 4 Each
25 15 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\nEIC. Item25
26 15.01 In Ground Floor: (a) One Coat Item26 159 %Sqm
27 16 Protective and Decorative Acrylic exterior emulsion paint of approved\nquality, as per manufacturer's specification and as per direction ofEngineer-in-Charge to be applied over acrylic primer as required. The\nrate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. Item27
28 16.01 In Ground floor (Two Coat)a) Normal Acrylic Emulsion Item28 159 Sqm
29 17 Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming toIS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with\njointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete. Item29
30 17.01 A) UPVC Pipes:(ii) 110 mm. Dia. Item30 300 Mtr
31 17.02 (iii) 160 mm. Dia. Item31 480 Mtr
32 17.03 B) UPVC Fittings:a) Plain Tee(ii) 110 mm. Dia. Item32 105 Nos
33 17.04 (iii) 160 mm. Dia. Item33 74 Nos
34 17.05 c) Bend 87.5 degree(ii) 110 mm. Dia. Item34 208 Nos
35 17.06 (iii) 160 mm. Dia. Item35 132 Nos
36 18 Supplying, fitting and fixing G.I. pipes of TATA make 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 as required, 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\npayment will be made foraccesories, specials. Payment for painting will be made seperately) Item36
37 18.01 (A) For Exposed Work(f)(ii) 50 mm dia. medium quality Item37 15 Mtr
38 19 Supplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only). (iv) 50 mm dia Item38 2 Each
39 20 Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with\nGI Pipes as per IS : 1239 (Part - I). with all necessary accessories,\nspecials 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.\ncomplete in all respect including cost of all necessary fittings as Item39
40 20.01 (a) For Exposed Work PVC Pipes (Dia)100 mm Item40 1.5 Mtr
41 21 Add GST @ 12% Item41 1 No
42 22 Add L.W.Cess@ 1% Item42 1 No
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