Public Works Department Tender
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Costs
EMD
₹ 14,375Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_CEWR_43799_1Bid Award Id
ViewTender No
40/EE/WR/D-V/KMP/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.tripura.gov.in/
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Documents
BOQ Items
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Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J. or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers including a coat of approved steel primer and two coats of approved paint complete.0.63mm thick with zinc coating not less than 275gm/m21x8x10.00= 80.00
80
45320
566.5
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Dismantling doors, windows and clerestory
windows (steel or wood) shutter including
chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
-
-
-
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Of sectional area 40 sq cm and below. 1x4x2x3x9.00= 216.00
216
1426
6.6
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Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge: a) In cement mortar. 1x1400 nos
12.5
10676
854.1
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Neat cement punning. 1x5x11.00x0.50=27.50
27.5
1240
45.1
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Labour charge for brick work with old brick of good condition in/c the cost of all materials a) Foundation and plinth 1x5x4x3.00x0.25x1.00= 15.00
15
22308
1487.2
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Hiring charge of welding set single phase with operating staff and carrying upto the site of work including loading and unloading (both way) complete at site of work of approved quality. 1x5=5
5
15754
3150.84
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Of sectional area beyond 40 sq cm. 1x4x2x4.00x0.075x0.075= 0.18
0.18
296
1643.3
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Dismantling old plaster or pointing, raking out joints, cleaning and preparing the surface for re-plastering or re-pointing including disposal of rubbish to the dumping ground with all leads and lifts etc.complete as per direction of the Engineer- in-charge. 1x5x2x9.00x1.00= 90.00
90
2016
22.4
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Of area beyond 3 sqm. 1x14 nos= 14 nos
14
2631
187.9
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Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead :
-
-
-
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Providing corrugated G.S. sheet roofing/walling including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63mm thick with zinc coating not less than 275gm/m2 1x8x3.50x3.05= 85.40
85.4
73435
859.9
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work upto plinth level: a) 1:3:6 ( 1 Cement: 3 fine sand : 6 well burnt brick aggregate 20 mm nominal size) 1x5x9.00x4.00x0.05= 9.00 Total= 9.00 cum
9
88849
9872.1
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil1x5x11.00x0.50x0.40=11.00
11
1865
169.5
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12 mm cement plaster of mix. a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand ) 1x5x2x6.00x2.25= 135.00 Total= 135.00
135
23598
174.8
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Providing and fixing MS bolts including nuts and washers complete as per standard design:-Upto 300mm length.
30
3210
107
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Of area 3 sqm and below. 1x14 nos= 14 nos
14
1897
135.5
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Applying a coat of mordant solution on G.S. sheet on new work including cost of materials required.With a solution made of 38 gms of copper acetate in litre of soft water
20
558
27.9
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed (Including leading canal) 5x10.00x1.80x0.50= 45.00
45
6071
134.9
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Painting on G.S. sheet with synthetic enamel paint ( one or more coats ) of approved brand and manufacture of required colour to give an even shade on old work including preparation of surface as required complete as per direction of the Engineer in charge:-
20
1052
52.6
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Labour charge for G.C.I. sheet walling fixed with G.I. J or L hooks, bolts and nuts 8 mm dia with bitumen and limpet washer.a) 0.63 mm thick
50
34280
685.59
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Painting with synthetic enamel paint ( two or more coats ) of required colour of approved brand and manufacture on new work to give an even shade. [Payment shall be made after submission of Test Certificate issued by the Manufacturer]
20
1656
82.8
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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.1x5x2x8.00x3.00= 240.00 Total=240.00
240
1680
7
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First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). 1x5x2x4.00x0.25x1.00= 10.00
10
88884
8888.4
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Removing mortar from brick and cleaning bricks including stacking bricks and disposal rubbish with all lifts and upto a lead of 50 m etc. complete as per direction of the Engineer- in-charge: In cement mortar. 1x1400 nos
1400
3920
2.8
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Providing structural steel work in single section fixed with or without connecting plate including cutting, hoisting, making holes, fixing in position and applying a priming coat of approved steel primer all complete as required. Battens of pump house
50
4115
82.3
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes 1x1x5x10.00x3.61= 180.50kg
180.5
24891
137.9
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Applying priming coat: [Payment shall be made after submission of Test Certificate issued by the Manufacturer] With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel, galvanised iron / steel work.
20
758
37.9
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Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete. 1x5x9.00x4.00=180.00
180
94752
526.4
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a) Fixed to steel windows by welding 1x5x5.00=25.00
25
3058
122.3
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b) Fixed to openings /wooden frames with rawl plugs screws etc. 1x5x5.00=25.00
25
3160
126.4
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Providing structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete as required.1x5x10.00kg =50kg
50
4610
92.2
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Providing and fixing 1mm thick M.S. sheet door/window with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required Using M.S. angels 40x40x6 mm for diagonal braces. 1x7x2.10x1.20= 17.64 1x12x1.20x0.90=12.96 Total=30.60
30.6
127275
4159.3
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Filling available excavated earth (excluding rock) in trenches, plinth, side of foundation etc in layers not exceeding 20 cm in depth consolidating each diposited layer by ramming and watering lead upto 50 m and lift upto 1.50 m.a) all kinds of soil. 2/3rd of total earth work=2/3x45.00=30.00
30
3609
120.3
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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to quired slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.1x5x11.00x0.50x0.10= 2.75cum
2.75
2441
887.5
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Dismantling GS sheet roofing including ridges, hips,valleys, gutters wind ties etc. including
dismembering and stacking of serviceable materials and unserviceable materials separately with all liftsand upto a lead of 50 m etc.complete as per direction of the Engineer- in-charge. Roof- 1x2x8.50x5.00=85.00 Wall-1x4x8.50x3.00= 102.00 1x4x4.00x3.00= 48.00
235
16544
70.4
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