Delhi Urban Shelter Improvement Board Tender
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Delhi Urban Shelter Improvement Board - DUSIB Tender
Eprocure
Opening Date29 Dec 2018
Closing Date7 Jan 2019
Tender Amount₹ 6,55,800
Costs
EMD
₹ 13,120Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_DUSIB_164626_1Bid Award Id
ViewTender No
53/EE/C-8/DUSIB/2018-19Tender Authority
Delhi Urban Shelter Improvement Board ViewPurchaser Address
-Website
http://http://delhishelterboard.in/main/
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Documents
BOQ Items
Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered):Depth exceeding 1.5 m but not exceeding 3 m.
30
-
55.2
Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered):Depth exceeding 3 m but not exceeding 4.5 m.
18
-
63.85
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering lead up to 50m and lift upto 1.5m
97.5
-
125.75
Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.All kinds of soil .
60
-
51.75
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering . All work upto plinth level.1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1.52
-
5481.95
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering . All work upto plinth level.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
4.56
-
4814.55
Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm bed by dry brick ballast 40 mm nominal szie well rammed and consolidated and grouted with fine sand including finished the top smooth
6.65
-
450.35
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.
(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately).All works above plinth level upto floor V level
3.73
-
7517.2
Centring and shuttering including strutting, propping etc. and removal of form for :Suspended floor, roofs, landings, balconies and access platform.
11.45
-
422.3
Centring and shuttering including strutting, propping etc. and removal of form for :Extra for shuttering in circular work (20% of respective centring and shuttering items.)
11.45
-
0.2
Centring and shuttering including strutting, propping etc. and removal of form for :Edges of slabs and breaks in floors and walls.Under 20 cms. Wide
23.36
-
122.2
Steel Reinforcement for R.C.C work including straightening, cutting, bending placing in position and binding all complete. Upto plinth levelThermo-Mechanically Treated bars. (TMT bars)
559.5
-
56.6
Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand) including a floating coat of neat cement and protecting the surface with layer of 7.5 cm of earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud mortar in case of landings and steps including subsequent removal and cleaning of the same
14.21
-
90.6
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand)
7.66
-
4970.3
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in:Cement mortar 1:4 (1 cement : 4 coarse sand)
13.66
-
5801.5
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in:Cement mortar 1:6 (1 cement : 6 coarse sand)
4.96
-
5582.85
Providing and fixing 1 mm thick M.S. sheet door with frame of 40 X 40 X 6 mm angle iron and 3 mm M.S. gusset plats at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer : Using flats 30 X 6 mm for diagonal braces and central cross piece
2.52
-
2761.9
Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. : Fixing with 15x3 mm lugs 10 cm long embedded in cement
concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size)
23.45
-
74.05
Providing and fixing circular / hexagonal cast iron or M.S. Sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron / M.S. sheet box by means of 3.3 mm dia. round headed screws, one lock at corners. Clamps shall be made of 12 mm dia. M.S. bar bent to shape as per standard drawing
1
-
130.1
Steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.: In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
50
-
85.95
Cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc complete : 40 mm thick with 20 mm nominal size stone aggregate.
5.72
-
362.6
Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 ( 1 cement : 3 coarse sand ) finished with a floating coat of neat cement : 18 mm thick
1.27
-
350.05
Providing and fixing glass strips in joints of terrazzo / cement concrete floors : 40 mm wide and 4 mm thick
17.16
-
52.5
12 mm cement plaster of mix: 1:6 (1 cement : 6 fine sand)
18.99
-
160.35
12 mm cement plaster of mix: 1:4 (1 cement : 4 coarse sand)
33.49
-
180.85
6 mm cement plaster to ceiling of mix: 1:3 (1 cement : 3 fine sand)
10.5
-
143.8
White washing with lime to give an even shade: New work (three or more coats)
10.5
-
17.25
Colour washing such as green, blue or buff to give an even shade: : New work (two or more coats) with a base coat of white washing with lime
18.99
-
23.6
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
7.78
-
112.3
Washed stone grit plaster on exterior walls height upto 10 metre
above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately).
23.55
-
582.6
Forming groove of uniform size into top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of Engineer - in - Charge : 15 mm wide and 15 mm deep groove
117.75
-
34.4
Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like.
500
-
104.3
Providing and laying S&S C.I. standard specials such as tees, bends collars, tapers, caps etc. (Heavy class): Upto 300 mm dia.
1.5
-
4476.3
Providing and laying S&S centrifugally cast (spun) iron pipes (class LA) conforming to IS : 1536 : 100 mm dia. pipe.
25
-
1078.25
Providing and laying S&S centrifugally cast (spun) iron pipes (class LA) conforming to IS : 1536 : 150 mm dia. pipe.
100
-
1621.6
Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of the joints but excluding the cost of pig lead. : 100 mm diameter pipe
5
-
224.65
Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of the joints but excluding the cost of pig lead. : 150 mm diameter pipe
20
-
337.2
Supplying pig lead at site of work
1.25
-
16039.4
Providing flanged joints to double flanged C.I. / D.I. pipes and specials including testing of joints: : 100 mm diameter pipe
2
-
193.85
Providing flanged joints to double flanged C.I. / D.I. pipes and specials including testing of joints: 150 mm diameter pipe
2
-
243.05
Providing and fixing C.I. sluice valve (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately) : 100 mm diameter : Class I
1
-
3317.55
Providing M.S. foot rests including fixing in manholes with 20 x 20 x 10 cm cement concrete blocks 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design: : With 20 x 20 mm square bar
12
-
267.95
Supplying and fixing C.I. cover without frame for manhole : 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg.
1
-
5891.3
Add 12.75% in cost index as per order of GNCTD
642697.29
-
12.75
Less 9.50% in cost index as per order of GNCTD
724641.19
-
9.5
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