Delhi State Industrial And Infrastructure Development Corporation Limited Tender
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Delhi State Industrial And Infrastructure Development Corporation Limited - DSIIDC Tender
Civil And Construction
Eprocure
Opening Date26 Sep 2024
Closing Date7 Oct 2024
Tender Amount₹ 2,19,13,831
Costs
EMD
₹ 4,38,277Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DSIDC_262818_1Tender No
NIT No.01/2024-25/CD-05 (UC)Tender Authority
Delhi State Industrial And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://http://www.dsiidc.org/
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Documents
BOQ Items
Providing and laying factory made precast concrete solid blocks of 200 mm thickness of grade M-10 made of C&D waste from approved manufacturer in foundation and plinth in: (a) Cement mortar 1:6 (1 cement : 6 coarse sand).
1469.9
7744462
5268.7
12 mm cement plaster of mix (a) 1:6 (1 cement : 6 coarse sand).
892.37
150141
168.25
Neat cement punning.
1202.91
51243
42.6
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
50.22
275303
5481.95
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
101.86
428733
4209.05
Providing and fixing 25mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) on the top of S.W. drain walls including centering and shuttering etc. complete.
310.54
51065
164.44
Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
155.27
30114
193.95
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
11.81
73403
6215.35
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo Mechanically Treated bars
1181
66844
56.6
Supplying and filling building rubbish by mechanical transport i/c loading, unloading and consolidating the same with road roller of 8 tonne capacity in layer not exceeding 20cm in depth by ramming and watering for all leads and all lifts etc. complete and as per direction of Engineer-in-charge.
3635.04
954815
262.67
Supply of soil (Dry) by mechanical transport including Royality loading unloading and filling the same in layers not exceeding 20 cm in depth breaking clods, Watering, Rolling, each layer with ½ tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up, filling up ground depressions for all leads and all lifts all kind of soil. (Supply has to be taken from nearest IL&FS plants). Rolling by means of compactor (Where 8 tonne roller cannot be used) to achieve the required DBD shall also be the part of the item complete as per the direction of Engineer-in-Charge.
403.89
153462
379.96
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and 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 plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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. All works upto plinth level. M-10 grade plain cement concrete (cement content considered @ 220 kg/cum).
261.54
1590858
6082.66
Providing and laying ready mix cement concrete of M-30 grade, in roads using cement content as per design mix, using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportions as per approved & specified design criteria including cost of admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workablity without impairing strength and durability including pumping of R.M.C. from transit mixer to site/laying at site, spreading and compacting, mechanically by using needle and surface vibrators, leveling to required slope/camber, finishing with required texture, booming with wire brush curing excluding the cost of centering, shuttering complete all as per direction of Engineer-in-charge (minimum Cement content required in M-30 is @340 kg/cum). Cement concrete manufactured in approved RMC plant i/c transportation to site in transit mixer.
411.28
2697458
6558.69
Providing and fixing in position pre-moulded joint filler in expansion joints
1545.84
3400
2.2
Deduct for not laying the concrete by using the pump, piping-work & accessories etc, as per direction of Engineer-in-charge
680.29
-158031
-232.3
Providing and placing in position Red sand stone slab over S.W drain including loading, unloading, carriage, labour and T&P etc. complete as per diirection of Engineer -In Charge. A) Red sand stone slab 30 mm thick (Undressed)
35.42
8741
246.8
Raising Main hole cover and frame slabes to required level including dismentling existing slab and making good the damage as required (raising depth of Main hole to be paid separately). Circular Main hole 140 C.M. dia with Circular cover 600 M.M. dia of grade EHD-35.
52
11284
217
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Circular shape 560 mm internal dia.
21
34759
1655.2
Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
517.57
987497
1907.95
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then
returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil
Pipes, cables etc. exceeding 300 mm dia but
not exceeding 600 mm
399.34
140567
352
Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).
399.34
178520
447.04
Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic item for depth upto 1.5 metre.)
399.34
442788
1108.8
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth not exceeding 1.5 m
1261.5
136935
108.55
Close timbering in trenches including strutting, shoring and packing
cavities (wherever required) complete. (Measurements to be taken of
the face area timbered).
Depth exceeding 1.5 m but not exceeding 3 m
1261.5
145135
115.05
Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered). Depth exceeding 3 m but not exceeding 4.5 m
1261.5
163742
129.8
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes.
420.5
814088
1936
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement: 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 19.9.1 0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not
less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
10
86837
8683.75
Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m
10
49118
4911.8
Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary
channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming
to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.
(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
2
33121
16560.8
Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With common burnt clay F.P.S. (non modular) bricks of
class designation 7.5
2
12725
6362.65
Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and
adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement
concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
106
34757
327.9
Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
7
247660
35380.05
Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
7
105199
15028.55
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 soil.
174.25
28995
166.4
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil
40.38
2089
51.75
Add Cost Index 31.27% on DSR-2016
1
5600088
5600088.49
Deduct - Less 9.50% on DSR-2016 Items
1
-2233346
2233346.45
Add 3% Maintenance Charges
1
638266
638266.91
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