Delhi Transport Corporation Tender
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Delhi Transport Corporation - DTC Tender
Road Construction
Eprocure
Opening Date1 Dec 2020
Closing Date22 Dec 2020
Tender AmountRefer Documents
Costs
EMD
₹ 6,28,939Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2020_DTC_197090_1Bid Award Id
ViewTender No
05/Dy. CGM(Civil)-I/ 2020-21Tender Authority
Delhi Transport Corporation ViewPurchaser Address
-Website
http://http://www.dtc.nic.in/home/delhi-transport-corporation-dtc
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Documents
BOQ Items
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
5554
-
7.2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
3
-
4209.05
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.”
Note : Excess/less cement used than specified in this item is payable/ recoverable separately. M-10 grade plain cement concrete (cement content considered @ 220 kg/cum)
1172
-
6051.7
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
282
-
193.95
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
1957
-
378.6
Columns, Pillars, Piers, Abutments, Posts and Struts
531
-
467.85
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
4
-
8683.55
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
25200
-
56.6
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. a) Thermo-Mechanically Treated bars of grade Fe-500 D or more.
3600
-
56.6
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 upto plinth level
315
-
6713.6
All works above plinth level upto floor V level
45
-
7517.2
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
a) Cement mortar 1:4 (1 cement : 4 coarse sand)
42
-
4970.3
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : a) Cement mortar 1:6 (1 cement : 6 coarse sand)
147
-
5582.85
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.
539
-
67.6
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.
a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
11239
-
85.95
Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks.
20
-
516
12 mm cement plaster of mix : a) 1:6 (1 cement: 6 coarse sand):
126
-
168.25
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
a)Two or more coats on new work.
114
-
78.4
12 mm cement plaster of mix : a) 1:4 (1 cement: 4 coarse sand):
1994
-
180.85
15 mm cement plaster on rough side of single or half brick wall of mix: a) 1:4 (1 cement: 4 coarse sand):
3490
-
209.65
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. a) In cement mortar
92
-
842.75
Supplying and stacking at site a) Good earth
11034
-
332.55
Providing and laying in position bitumen hot sealing compound for expansion joints etc.
a) Using grade 'A' sealing compound.
5525
-
2.2
Providing and fixing concertina coil fencing with punched tap concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
237
-
255
Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).
Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine
1105
-
6893.25
Add for using extra cement in the items of design mix over and above the specified cement content therein.
2214
-
672.75
Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. a) 300 mm dia.
45
-
370.7
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. a) 200 mm nominal size dia.
15
-
610.65
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. a) 200 mm nominal size dia.
30
-
821.15
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
10
-
921.9
Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
10
-
1038.05
Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.
10
-
1038.05
Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
1
-
1175.6
Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air ompressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
12
-
542.2
Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: a) 200 mm dia each.
1
-
231.75
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). a) 200 mm dia .
1
-
253.95
Providing & fixing 0.50mm thick plastic wire mesh fabric having mesh hole size not more than 1.20mm in recharge pit for seperating the filters layers as direction of Engineer-in- charge.
40
-
138.65
Extra for rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth.
11602
-
2.75
Credit of dismantled old brick i/e necessary carriage etc all complete as per the directions of the Engineer-in-charge (old bricks should be removed from site of work and nothing extra shall be pair on account of removing mortar from old bricks & cleaning of old bricks.).
18234
-
2500
Add cost index @ 15.69 % on DSR-2016 =
30035451.75
-
0.16
Less @ 9.50% as per Delhi Govt. Order ( - ) =
34748014.13
-
0.1
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