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Construction Concrete Base Poultry Feed Plant,Supply And Installation Of Ms Oil Tank,Molasses Ss Tank With Necessary Pipelines,Replacement Sheet (Existing Plant) Including Painting Of Structure Up To Height Of 20 Mtrs.At Siliguri Feed Plant, Siliguri , SiliguriFeedPlant,PradhanNagar,Siliguri,Darjeeling-West Bengal

Animal Resources Development Department has published Construction Concrete Base Poultry Feed Plant,Supply And Installation Of Ms Oil Tank,Molasses Ss Tank With Necessary Pipelines,Replacement Sheet (Existing Plant) Including Painting Of Structure Up To Height Of 20 Mtrs.At Siliguri Feed Plant, Siliguri . Submission Date for this Tender is 06-10-2021. Bird and Fowl Food Tenders in SiliguriFeedPlant,PradhanNagar,Siliguri,Darjeeling West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

29218418
Construction Concrete Base Poultry Feed Plant,Supply And Installation Of Ms Oil Tank,Molasses Ss Tank With Necessary Pipelines,Replacement Sheet (Existing Plant) Including Painting Of Structure Up To Height Of 20 Mtrs.At Siliguri Feed Plant, Siliguri
Open Tender
Indian
West Bengal
SiliguriFeedPlant,PradhanNagar,Siliguri,Darjeeling
06-10-2021

Tender Details

Construction Concrete Base Poultry Feed Plant,Supply And Installation Of Ms Oil Tank,Molasses Ss Tank With Necessary Pipelines,Replacement Sheet (Existing Plant) Including Painting Of Structure Up To Height Of 20 Mtrs.At Siliguri Feed Plant, Siliguri

Key Value

Document Fees
Refer document
EMD
INR 170618.0 /-
Tender Value
INR 85.30 Lakhs /-

BOQ Items

Name of Work : Construction of Concrete base for Poultry Feed Plant, Supply & Installation of Molasses SS Tank with necessary pipelines, Supply & Installation of MS oil tank , replacement of sheet of existing plant including painting of structure up to the height of 20 meters at Siliguri Feed Plant, Pradhan Nagar, Siliguri, Darjeeling-734003
Sl. No. Item Description
1Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (a) In ground floor including roof.
2Taking out carefully G.C.I. or C.I. or asbestos sheets (including ridges etc.) from roof or wall after unscrewing bolts, nuts, screws etc.and stacking the material at site as directed.
3Hire and labour charges for high scaffolding all round (outside) body domes and finials etc.
4Earth work in excavation of foundation trenches ordrains, in all sorts of soil (including mixed soil butexcluding laterite or sandstone) including removing,spreading or stacking the spoils within a lead of 75 m.as directed. The item includes necessary trimming thesides of trenches, levelling, dressing and ramming thebottom, bailing out water as required complete. Depth of excavation not exceeding 1,500 mm.
5(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring
6Earth work in filling in foundation trenches or plinthwith good earth, in layers not exceeding 150 mm.including watering and ramming etc. layer by layercomplete. (Payment to be made on the basis ofmeasurement of finished quantity of work)
7Filling in foundation or plinth by silver sand inlayers not exceeding 150 mm as directed andconsolidating the same by thorough saturation withwater, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
8Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
9Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant IS codes.
10Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concreteas per IS : 456 and relevant special publications, ubmission of job mix formula after preliminary mix design after testing of concrete cubes as perdirection of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic eter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[usingconcrete mixture] M 25 Grade(i) Pakur Variety
11Hire and labour charges for shuttering with centering and necessary stagingupto 4 m using approved stout props and thick hard wood planks of approvedthickness with required bracing for concrete slabs, beams and columns,lintels curved or straight including fitting, fixing and striking out aftercompletion of works (upto roof of ground floor) . 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.
12Reinforcement for reinforced concrete work in all sorts of structuresincluding distribution bars, stirrups, binders etc initial straightening andremoval of loose rust (if necessary), cutting to requisite length, hooking andbending to correct shape, placing in proper position and binding with 16gauge black annealed wire at every intersection, complete as per drawingand direction. SAIL/ TATA/RINL
13125 mm. thick brick work with 1st class bricks in cement mortar (1:3) inground floor.
14Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m.
15Plaster (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).[Excludingcost of chipping over concrete surface] . With 1:6 cement mortar . 15 mm thick plaster
16Brick work with 1st class bricks in cement mortar (1:6) (b) In superstructure, ground floor
17Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directedwith topping made with ordinary or white cement (as necessary) and marble dust in roportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and applicationof cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement(iii) 35 mm. hick
18Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
19Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface : except white (iv) Two coats
20M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of gineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 004, haulage, hoisting and erection all complete.The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete.For roof truss works Span up to 12 Mtr
21Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yieldstrength of 550 Mpa ofrapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm d lap and one corrugation minimum side lap. (Payment to be madeon area of finished work).(i) In Roof:- a) With 0.5 mm thick sheet
22(b) Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer"s ecification for water proofing layer in water tank etc. (No Departmental Cement is required)
23Grouting of Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed.(c) 750 mm long
24Piling of steel structure
25Fabrication and supply of Stainless Steel 304 Tank of Length 4300 mm & Diameter 2500mm as per approved Drg. including Alluminium Painting over a coat of primer paint of all other Structural material other then Tank
26Labour charge for Hoisting & Fixing of the above Tank over the Foundaiton.
27Supply, Fitting & Fixing of M. S 3” dia Pipeline including welding and fixing of Valve as required including Painting.
28Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed.
29(iii) 16 mm dia.
30Making of Raft foundation including 4nos of Coloum for M.S.Tank Job include Earth Excavation, PCC, 250 tk Base foundation, RCC Coloum upto 350mm height, Shuttering, Supply & Fixing of Reinforcement as per Drg.
31Supply and installation of 3 H.P 220V, Pump including supply of control pannel, wire and labour charges for fitting the electric connection and all other incidental charge complete.
32Supply, Fitting & Fixing of Outlet Pipe with Flange, Valve & Stainless Steel Jali all complete
33Fabrication and supply of M.S.Tank of Length 4500 mm & Diameter 3500mm as per approved Drg. including Alluminium Painting over a coat of primer paint.
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