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Construction Of Twin Quarter For Mahout And Patawala ( Grass Cutter ) At Nbwap, Kalimpong-West Bengal

West Bengal Zoo Authority has published Construction Of Twin Quarter For Mahout And Patawala ( Grass Cutter ) At Nbwap. Submission Date for this Tender is 22-03-2022. Building Work Tenders in Kalimpong West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

31476660
Construction Of Twin Quarter For Mahout And Patawala ( Grass Cutter ) At Nbwap
Open Tender
Indian
West Bengal
Kalimpong
22-03-2022

Tender Details

Construction Of Twin Quarter For Mahout And Patawala ( Grass Cutter ) At Nbwap

Key Value

Document Fees
Refer document
EMD
INR 19802.0 /-
Tender Value
INR 9.90 Lakhs /-

BOQ Items

Name of Work:- Construction of Twin Quarter for Mahut & Patawala (Grass Cutter)Project No. 8/C
Sl. No. Item Description
1(P.W.D/ PAGE NO.1 /ITEM NO.2 (a) ) BUILDINGS Earth work in excavation of foundation trenches or drains, in all shorts of soil ( including mixed soil but excluding and latwerite or standstone ) including removing, spreading or straking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches,levelling. Dressing and ramming the bottoms ,bai- ling out water as requried complete. (a) Depth of excavation not exceeding 1500 metres.
2(P.W.D/ PAGE NO.1 /ITEM NO. 3 (a) ) BUILDINGS Earth work in filling infoundation trenches or the plinth with good earth in layer not exceeding 150 mm including water and raming complete. (payment to be made on basis of measurment of finished quantity of work) . Excavation of the fou- ndation. (a) with earth obtained from excavation of the foundation.
3(P.W.D/ PAGE NO. 302/ITEM NO. 18) BUILDINGS Supply of stone boulder 150 mm NB variety etc. complete supply at site.
4(P.W.D/ PAGE NO. 229 /ITEM NO. 11 ) BUILDINGS Labour for laying 150 mm to 200 mm boulder solid including dressing and packing and ramming and proper level.
5(P.W.D/ PAGE NO. 34 /ITEM NO. 22(II) (a) ) BUILDINGS Cement concrete with graded stone ballast ( 40 mm size excluding shuttering ) in the ground floor. (B) With N.B. veriety stone metal complete. (a) 1: 3: 6 proportion
6(P.W.D/ PAGE NO. 24 /ITEM NO. 4 (b) ) BUILDINGS Ordinary cement concrete (mix 1:2:4) with gradedstone chips (20mm nominal size) excluding and shuttering and reinforcement, if any, in ground floor as per relevant IS codes. B) River bazree, (1:2:4)
7(P.W.D/ PAGE NO. 26/ITEM NO. 10 (ii) BUILDINGS Ordinary cement concrete(mix 1:1.5:3)with gradedstone chips(20mm nominal size)excluding and shuttering and reintor cement,if any,in ground floor as per relevant is codes. (B)River bazree (1:1.5:3)
8(P.W.D/ PAGE NO. 42 /ITEM NO. 36 (a) ) BUILDINGS Hire and labour charge for shuttering with centering and necessary staging upto 4musing approved propos and think hard with requried brancing for concrete slabs. Bema and coloums fitting fixing stracking out after completion of work .(a) 25mm to 30mm thick wooden shuttering as per as decission & direction of the engineer In Charge.
9(P.W.D/ PAGE NO. 43 /ITEM NO. 40 (a)(i)(I) ) BUILDINGS 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. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL
10(P.W.D/ PAGE NO. 16 /ITEM NO. 16 ) BUILDINGS 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.
11(P.W.D/ PAGE NO. 15/ITEM NO. 8(b) ) BUILDINGS Brick work with 1st class bricks in cement mortar(1:6) (b) In superstructure,ground floor
12(P.W.D/ PAGE NO. 189/ITEM NO. 1 (ii) (c) ) BUILDINGS 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] (ii) With 1:4 cement mortar (c) 10 mm thick plaster
13(P.W.D/ PAGE NO. 192 /ITEM NO. 15 ) BUILDINGS Neat cement punning etc. complete.
14(P.W.D/ PAGE NO.196/ITEM NO. 8(b) ) BUILDINGS APPLYING EXTERIOR GRADE ACRYLIC PRIMER OF APPROVED QUALITY AND BRAND ON PLASTERED OR CONCRETE SURFACE OLD OR NEW SURFACE TO RECEIVE DISTEMPER/ ACRYLIC EMULSION PAINT INCLUDING SCRAPING AND PREPARINGTHE SURFACE THROUGHLY, COMPLETE AS PER MANUFACTURER"S SPECIFICATION AND AS PER DIRECTION OF THE EIC. (b) TWO COATS
15(P.W.D/ PAGE NO.195/ITEM NO. 7(b) (ii)) BUILDINGS APPLYING INTERIOR GRADE ACRYLIC PRIMER OF APPROVED QUALITY AND BRAND ON PLASTERED OR CONCRETE SURFACE OLD OR NEW SURFACE TO RECEIVE DISTEMPER/ ACRYLIC EMULSION PAINT INCLUDING SCRAPING AND PREPARINGTHE SURFACE THROUGHLY, COMPLETE AS PER MANUFACTURER"S SPECIFICATION AND AS PER DIRECTION OF THE EIC. (b)TWO COATS(ii) SOLVENT BASED INTERIOR GRADE ACRYLIC PRIMER
16(P.W.D/ PAGE NO.197/ITEM NO. 16 ) BUILDINGS Protective and Decorative Textured exterior high class matt finish paint of approved quality, composed of special Tharmoplastic Resin containing fine crystalline additives derive from Granite as per manufacturer"s specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material,labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor Two Coat At Column :- 10 x 4 x 0.25 x 0.575 = 5.75 m2 At Chajja :- 4 x 2 x 2.062 x 0.588 = 9.699 m2 1 x 2 x 2.654 x 0.588 = 3.121 m2 2 x 2 x 0.712 x 0.712 = 2.027 m2 At Partition Wall:-2 x 4.276 x 3.00 = 25.656 m2 1 x 2.654 x 3.00 = 7.962 m2 2 x 2 x 3.050 x 3.00 = 36.60 m2 1 x 10.956 x 3.00 = 32.868 m2 6 x 4.280 x 3.00 = 77.04 m2 2 x 1.230 x 3.00 = 7.38 m2 2 x 2.925 x 3.00 = 17.55 m2 Deduction :- Window :- 0.33 x 4 x 1.8 x 1.5 = 3.564 m2 0.33 x 2 x 1.2 x 1.5 = 1.188 m2 Door :-0.33 x 6 x 1.00 x 2.10 = 4.158 m2 Ventilator :- 0.33 x 2 x 0.6 x 0.6 = 0.237 m2 Window :- 0.33 x 4 x 1.8 x 1.5 = 3.564 m2 0.33 x 2 x 1.2 x 1.5 = 1.188 m2 Door :- 0.33 x 8 x 1.00 x 2.10 = 5.544 m2 0.33 x 2 x 2 x 0.90 x 2.10 = 2.494 m2 Ventilator :- 0.33 x 2 x 0.6 x 0.6 = 0.237 m2 335.069 m2
17(P.W.D/ PAGE NO. 104/ITEM NO. 13 (a) (II) ) BUILDINGS (a)M.S or W.I Ornamental grill of approved design joint continuously weded with M.S,W.I Flats and bars of windows,railing etcfitted 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.
18(P.W.D/ PAGE NO. 101 /ITEM NO. 2A (i) (a) ) BUILDINGS M.S. Structure work in column, beams etc. with hollow section conform-ming to IS: 226, IS: 808 & SP (6) -1964 connected to one another with the bracket , gusset charge the complete cutting to the requried shape and length, fabrication with necessary bloting, matel are welding conforming to IS 8169 & 1956 & IS 1995 using the electrods of approval make and the brand conforming IS 814- 1957 haulage hoisting & erection all complete.
19(P.W.D/ PAGE NO. 200 /ITEM NO. 1 (a) ) BUILDINGS Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand paperring etc
20(P.W.D/ PAGE NO. 200 /ITEM NO. 2(A)(b)(iv) ) BUILDINGS Painting with best quality synthetic enamel paint of approved and band etc i)two coat
21(P.W.D/ PAGE NO.114/ITEM NO. 1(f)) BUILDINGS Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals) (f) Sishu, Gamar, Champ, Badam, Bhola, Mogra, Hallak.
22(P.W.D/ PAGE NO.114/ITEM NO. 1(f)) BUILDINGS Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in ground floor. b) 32 mm thick shutters (single leaf)
23(P.W.D/ PAGE NO.115/ITEM NO. 4) BUILDINGS Supplying, Fitting & Fixing Factory made P.V.C. door frame of size 50 mmx47 mm with a wall thickness of 5 mm, made out of extruded 5 mm, PVC sheet miter cut at two corners and joined with two nos of 1.5 mm long brackets of 15 mm x15 mm M.S. square tube. The two vertical door profiles are to be reinforced with 19 mmx 19 mm M.S. Square tube of 19 gauge, weather seal to be provided through out the frame. The door frame shall be fixed with the wall using 65/100 mm long M.S. Screws through the frame by using P.V.C fasteners. A minimum of 4 Nos of crews to be provided for each vertical member and minimum 2 Nos for horizontal member etc. complete as per Manufacturer?s specification and direction of Engineer-in-Charge.
24(P.W.D/ PAGE NO.115/ITEM NO. 4) BUILDINGS Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles &rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge. In ground floor.
25(P.W.D/ PAGE NO.245 /ITEM NO. 15 ) BUILDINGS Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white
26P.W.D/ PAGE NO.243/ITEM NO. 9(iii)) BUILDINGS SUPPLYING BUBBLE FREE FLOAT GLASS OF APPROVED MAKE AND BRAND CONFORMING TO is; 2835-1987; iii) 5mm thick clear glass.
27(P.W.D/ PAGE NO.81 /ITEM NO. 9(i)(b) ) BUILDINGS Galvanised 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 to be supplied by contractor) (i) In Roof:- b) With 0.63 mm thick sheet
28(P.W.D/ PAGE NO.81 /ITEM NO. 10(A)(b) ) BUILDINGS Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping) (A) 300 mm lapping each way (b) With 0.63 mm sheet
29(P.W.D/ PAGE NO.140/ITEM NO. 4(b)) BUILDINGS Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) (b) 40mm X 6mm, 200mm Length
30(P.W.D/ PAGE NO.140/ITEM NO. 5(i) ) BUILDINGS Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (i) 50mm. X 37mm. X 1.50mm.
31(P.W.D/ PAGE NO.141/ITEM NO. 8(i) ) BUILDINGS Iron socket bolt of approved quality fitted and fixed complete. (b) 100mm long x 10mm dia bolt.
32(P.W.D/ PAGE NO.141/ITEM NO. 10(i)(c) ) BUILDINGS Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. (c) 300mm long. 2 x 1 = 2 nos 10 nos
33(P.W.D/ PAGE NO.147/ITEM NO. 35(i)) BUILDINGS Iron door handle of approved quality fitted and fixed complete: (i) 100mm x 5mm.
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