Gorkhaland Territorial Administration Tender
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Gorkhaland Territorial Administration Tender
Civil And Construction
Building Construction
Eprocure
Opening Date18 Jul 2024
Closing Date24 Jul 2024
Tender Amount₹ 7,17,343
Costs
EMD
₹ 14,347Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_GTA_715915_4Tender No
1(NIeT)/PRDD(15CFC/ZP/UtF) /GTA/2024-25Tender Authority
Gorkhaland Territorial Administration ViewPurchaser Address
-Website
http://wbtenders.gov.in
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Documents
BOQ Items
Supply of boulder for soling
7.33
11191
1526.4
OrdinaryCement concrete (mix 1:2:4) with graded stone chips (20mm nominal size)excludingshutteringandreinforcement,ifany, ingroundfloor as per relevant IS codes. (b) River bazree
5.23
33319
6370.8
Ordinary Cement concrete (mix1:1.5:3) with graded stonechips (20mm nominal size)excluding shuttering and reinforcement if any, in groundfloor as per relevant IS codes.(ii ) River Bazree
8.05
58261
7238.4
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removalof looserust (ifnecessary),cuttingtorequisitelength,hookingand bending tocorrect shape, placing inproperpositionandbindingwith16 gaugeblackannealedwireat every intersection, completeasperdrawing 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
0.76
60505
79822.8
Hire an labour charges for shuttering with centering and necessary staging upto 4m 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)25mm to 30mm thick wooden shuttering a sper decision & direction of Engineer-In-Charge.
56.13
18747
334
Rubble masonry in cement (1:4)with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site(b) In building works
13.31
60919
4575.6
125mm. Thick brick work with1st class bricks in cement mortar (1:4) in ground floor.
45.76
47503
1038
Plaster(to wall, floor, ceilingetc.)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. (a) 20 mm thick plaster
187.31
46302
247.2
Neat cement punningabout 1.5mmthick inwall, dado,window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.
56.18
2291
40.8
Woodwork 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.Sclamps.(The quantum should be correted upto three decimals). (c) Sal : Siliguri.
0.04
3463
88801.2
Supplying, fitting and fixing M.S.clamps for door andwindow 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) (a) 40mm X 6mm, 250mm Length
6
187
31.2
Panel shutters of door and window,as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (Incaseofnon-supply of single plank,penal rate of reduction of 20% wil be made) (iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. (b) Champ.
2.1
7250
3452.4
Supplying, fitting and fixing windows and ventilators with or without integrated grills conforming to IS1038-1975 and manufactured from rolled steel sections conforming to IS7452-1974withnon-friction projecting type,box type hinges,glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straightening if required, fixing lugs in cemen tconcrete(1:2:4)with stonechips 20 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. (b)Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only]
5.4
14256
2640
Anodised aluminium butt hinges of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 205/66) and fitted and fixed with cadmium plated screws: (v) 100x63x3.2 mm
12
1051
87.6
Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured fromextrudedsectionconforming to I.S. 204/74 fitted and fixed with cadmium plated screws: (vi) 200mm long x 10mm dia. bolt.
2
189
94.8
Anodised aluminium Aldrop / Slidingbolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fittedand fixed complete. (i) 250mm x 16mm dia bolt.
1
282
282
Anodised aluminium grip handle with base plate of approved quality fitted and fixed complete. (a) With base plate.(iii) 300mm grip x 20mm dia rod x 50mm plate x 3.2mm thick.
2
583
291.6
Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall) (i) 3 mm thick (weighing 7.4 kg/Sq.m)
7.2
4233
588
(a) M.S.or W.I. Ornamental grill of approved design joints continuouslyweldedwithM.S, W.I. Flats and bars of windows, railingetc. 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.
1.15
14219
12343.2
M.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 Engineer-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- 2004, haulage, hoisting and erection all 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.
0.54
48727
89904
Galvanised corrugated iron sheet work (excluding the supportingframework)fittedandfixedwith10mm.diaJor Lhook-bolts, limpetandbitumenwashersandputtycomplete with150mm.endlapandonecorrugationminimumsidelap. (Payment tobemadeonareaof finishedwork)(GCIsheet to be supplied by contractor) (i) In Roof: b) With 0.63 mm thick sheet
39.41
32112
814.8
Galvanised iron sheet ridging fittedwith necessary bolts, screws, washers etc complete.(225mm end lapping) (A) 300 mm lapping each way(b) With 0.63 mm sheet
6.68
3198
478.8
Galvanised iron sheet eaves gutter fitted and fixed with necessary50mmX6mmM.Sflatbarclampsbent todesign, bolts,nuts,washersetc.complete.Eavesguttermadeof0.63 mm. sheets.(300mm End lapping) (a) 225 mm. wide gutter
13.36
5595
418.8
G.I.Rainwaterspout75mm.Dia.And 600 to 750mm.Long supplied fitted and fixed complete with two coats of paint to both exposed portion.
4
700
175.2
Supplying, fitting & fixing UPVC pipe sA-Type and fittings conforming to IS:13592-1992withall necessary clamps nails, includingmakingholes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc ifnecessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete A) UPVC Pipes:(ii) 110 mm. Dia.
12
3758
313.2
(a)Primingonecoat on steel or other metal surface with synthetic oil bound primerofapprovedqualityincludingsmootheningsurfacesbysand papering etc.
2.16
77
36
(b)Priming one coat on timber or plastered surface with syntheticoil boundprimerofapprovedqualityincludingsmootheningsurfacesbysand papering etc.
191.51
8732
45.6
(A)Paintingwithbest quality synthetic enamel paint of approved make and brandincludingsmootheningsurfacebysandpaperingetc. including using of approved putty etc. on the surface, if necessary :(a) On timber or plastered surface : (iv) Two coats (with any shade except white)
191.51
18844
98.4
(A)Paintingwithbest qualitysyntheticenamel paint of approvedmake andbrandincludingsmootheningsurfacebysandpaperingetc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :(iv) Two coats (with any shade except white)
2.16
207
96
Surface Dressing of the ground inany kind of soil including removing vegetation in equalities not exceeding15 cm depth anddisposal of the rubbish within a lead upto 75 m as directed.
84.5
845
10
Earthwork 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 75m.as directed.The item include snecessary 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.
5.4
644
119.27
Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. Without rolling but including ramming.
9
450
50
Supply of boulder for soling
1.35
2060
1526.4
Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size)excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
1.13
7167
6370.8
Plum concrete work with 40% cement concrete with 30 mm downgraded stone metal and 60% stone boulder of size150 mm and above, placed in position as directed excluding shuttering if any. (i) (1:3:6) proportion
18
71366
3964.8
Hire an labour charges for shuttering with centering and necessary staging upto 4m 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)25mm to 30mm thick wooden shuttering a sper decision & direction of Engineer-In-Charge.
21.6
7214
334
Add GST 18% on Rs. 1831334.55 i.e. total amount over item no. 1 to 39
601898.53
108341
18
Add Labour Welfare Cess 1% of Rs 2160974.77 i.e. total amount Item No. 1 to 40
710240.27
7102
1
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