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Tender For Construction Of Material Recovery Facility(Mrf), Maldah-West Bengal

Zilla Parishad-ZP has published Tender For Construction Of Material Recovery Facility(Mrf). Submission Date for this Tender is 09-12-2023. Waste recycling service Tenders in Maldah West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

40899083
Tender For Construction Of Material Recovery Facility(Mrf)
Open Tender
Indian
West Bengal
Maldah
09-12-2023

Tender Details

Tender For Construction Of Material Recovery Facility(Mrf)

Key Value

Document Fees
INR 500 /-
EMD
INR 9485.0 /-
Tender Value
INR 4.74 Lakhs /-

BOQ Items

Name of Work:-MATERIAL RECOVERY FACILITY(MRF)
Sl. No. Item Description
1Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed
2Earth work ni excavation of foundation trenches or drains, ni al sorts of soil(includingmixedsoil 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 oftrenches, levelling, aressing and ramming the bottom, bailing out water as required complete. a)Depth of excavation not exceeding 1,500 mm
3d ) Add extra for excavation in morum s o i l PWDSOR-2017/ Page no - 1/Item No- 2(d) 30% of excavation
4Earth work in filling ni foundation trenches or plinth with good earth, in layers not exceeding150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basisof measurementoffinishedquantityo fwork)
5Earth work ni filing ni foundation trenches or plinth with good earth, ni 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) C(ill) With carried earth arranged by the contractor within a radius exceeding 3 km. but not exceeding 5 km. including the cost of carried earth
6Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidatingthesame by thorough saturation with water, ramming complete including the cost [of supply of sand. (payment to be made on measurement of finished quantity) (B) Do - by fine sand
7Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in groundfloor as per relevant SI codes. (c) RajMahal
8Single Brick FlatSoling ofpicked jhama bricksincluding rammingand dressing bed to proper level and filling joints with local sand.
9Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement fi any, ni groundfloor as per relevantIScodes (ji) RajMahal
10Reinforcement for reinforced concrete work in al sorts ofstructures 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 and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel i. SAIL/TATA/RINL
11Hire 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 ofground floor)
12Brick work with 1st class bricks ni cement mortar (1:6) (b) In superstructure, ground floor
13Plaster (to wall,floor,ceilingetc.) with sand and cement mortar including rounding of or chamfering corners as directed and raking out joints including throating, nosing and drip c o u r s e scaffolding/staging where necessary (Ground floor). (Excluding cost of chipping over concrete surface](i) With 1:6 cement mortar (c) 15 mm thick plaster
14Neat cement punning about 1.5mm thick in wall, dado, window sill floor etc. NOTE:Cement 0.152 cu.m per100sqm
15Colour washingwith "ELLA" with acoat of white wash priming including cleaning and smoothening surface thoroughly :(i) Internal (all floors (b) Two coats
16Colour washing with "ELLA" with a coat of white wash priming including cleaning and smoothening surface thoroughly :(il) External surface (groundfloor) (b) Two coats
17M.S. structural works in roof trusses with tubular sections conforming to IS: 806-1968 & IS: 1161- 1998 cnnected to one another with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size, fabrication with necessary metal arc welding conforming to IS:16-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814. |2004, haulage, hoisting and erection al 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 regired for thework including al incidental chages such as electricity charges, labour insurance charges etc. Payment to be made on the basis of calculated weight of structural tubular memers as specified in relevent SI code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height oferection 8 m. /2nd floor level from the ground. Add 1.5 % extra over the rate f o r each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For trussesspanning upt o 12.00 m
18Supplying, 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 yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 5 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm e n d lap and one corrugation minimum side lap. (Payment to be madeon area of finished work)
19M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. )i Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr
20M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. i) Grill weighing above 10 Kg./sq.mtr and up to 16 Kg./sq. mtr
21Supplying, fitting, fixing ni position netting with PVC Coated Crinkle m e s h of approved colour with wooden or steel or concrete frame work including cost of galvanised bolts, nuts, screws, nails, spacers, shape welding etc complete but excluding the cost of supporting frameworks, battens etc. (c) 50 mm. x5 0 mm. x 8 g
22GST @ 18%
23Cess 1%
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