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Construction Of Watch Tower At Ranga Beat Of Ajodhya Range Under Purulia Division Of 2022-23 Under Forest Fire Prevention And Management, range-West Bengal

District Magistrate has published Construction Of Watch Tower At Ranga Beat Of Ajodhya Range Under Purulia Division Of 2022-23 Under Forest Fire Prevention And Management. Submission Date for this Tender is 05-09-2022. wrist watch Tenders in range West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

33665796
Construction Of Watch Tower At Ranga Beat Of Ajodhya Range Under Purulia Division Of 2022-23 Under Forest Fire Prevention And Management
Open Tender
Indian
West Bengal
range
05-09-2022

Tender Details

Construction Of Watch Tower At Ranga Beat Of Ajodhya Range Under Purulia Division Of 2022-23 Under Forest Fire Prevention And Management

Key Value

Document Fees
INR 750 /-
EMD
INR 5000.0 /-
Tender Value
INR 2.50 Lakhs /-

BOQ Items

Name of Work: ESTIMATE FOR PROPOSED SCHEDULE OF CONSTRUCTION OF WATCH TOWER AT RANGA BEAT OFAJODHYA RANGE UNDER DIVISIONAL FOREST OFFICER, PURULIA DIVISION, PURULIA
Sl. No. Item Description
1Earth 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 1,500 mm.
2(A) 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)i> Footing
3Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.i> footing
4Ordinary 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. a) Pakur Variety i>footing base
5Hire 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 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge.
6Ordinary 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 ( as per rate asalisys)
7Reinforcement 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 II. Other manufacturers not specified
8a) 125 mm. thick Flyash brick work as per IS 12894:2002 in cement mortar (1:4) in ground floor.
9Plaster (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] (i) With 1:6 cement mortar(c) 15 mm thick plaster
10Plaster (to wall, floor, ceiling etc.)and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary(ii) With 1:4 cement mortar(c) 10 mm thick plaster (celing) 1st floor
11Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer"s specification.
12(a) M.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.
13M.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 tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.
14Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet tobe supplied by contractor) (i) In Roof:-a) With 0.60 mm thick sheet
15Add GST @12%
16Add Cess @1%
17Contigency (not more than 3%)
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