Tender For Construction Of Cemetery At Dumchipara T.G Katandare Part No 14/81, Sansad -Xii Hantapara Gp Under Madarihat-Birpara Block. Wc-59643515 (2Nd Call)
Tender Value
3.49 Lakhs
Estimated cost
Bid Submission
10 Feb 2023
0 days left
EMD
6991
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
madarihat → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Cemetery At Dumchipara T.G Katandare Part No 14 / 81, Sansad -Xii Hantapara Gp Under Madarihat-Birpara Block. Wc-59643515 ( 2Nd Call )
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation in foundation trenches in all sorts of soil (including mixed soil but excluding late rite and sand stone) including removing spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom, bailing out water as required complete.(a)Depth of excavation not exceeding 1500mm. |
| 2 | Earth work in filling in foundation trenches or plinth with earth in layer not exceeding 150mm.including watering and ramming etc. layer by layer complete (payment to be on basis of measurement of finished quantity of work. With earth obtained from excavation of foundation |
| 3 | Single brick flat soling of picket jhama bricks including ramming anddressing bed to proper level and filling joints with powdered earth or local sand. |
| 4 | Cement concrete with graded shingles 30mm. Size excluding shuttering.In ground floor (6:3:1)Proportion |
| 5 | 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..b) River Bazree |
| 6 | Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).a)25mm. to 30mm. thick wooden shuttering as per decision & direction of Engg.-In-Charge. |
| 7 | Reinforcement for reinforced concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. Including supplies of rods , 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. . (JSW/JSPL/SHYAM/ SRMB/BMASL/ ELECROSTEEL/SSL) |
| 8 | Plaster (to wall, floor, ceiling etc.) with sand cement morter including rounding off or chamfering corners as directed and racking out joints or roughening of concrete surface, including through ting, nosing and drip course where necessary. With4 :1 cement morter.20 mm.thick. (6:1) |
| 9 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 10 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth 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.3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement) Using grey cement. (ii) 25 mm. thick |
| 11 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same throughly(plastered or concrete surface as per manufaractures specification.)Two Coats |
| 12 | M.S. structural works with hollow sections ( square or rectangular shape) conforming to IS: 806-1957 & IS:1161-1958) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 8161956 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 1957, 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. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS 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 hight of erection 8 m./ 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. i) For roof truss worksa) Span up to 12 Mtr |
| 13 | Supplying, 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 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). |
| 14 | Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping)(A) 300 mm lapping each way(a) With 0.60 mm sheet |
| 15 | 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- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all toolsand plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m |
| 16 | Asbestos ridging (with standard lap) fitted and fixed with necessary hook, bolts, nuts, washers, etc. complete.(b) Serrated adjustable type |
| 17 | Asbestos corrugated (Trafford or similar approved quality) sheet (6 mm thick) work (excluding the supporting framework) fitted and fixed with 9.5mm. dia. J or L hookbolt and nuts, limpet and bitumen washers and putty with 150 mm end lap & one corrugation minimum side lap complete. (Payment should be made on area of finishedwork)In Roof |
| 18 | add GST @ 18% |
| 19 | add CESS @ 1% |
AI Tender Summary
Tender Timeline
Feb 04, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedFeb 10, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 13, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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