Delhi Development Authority Tender

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Delhi Development Authority - DDA Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date1 Feb 2019
Closing Date11 Feb 2019
Tender Amount₹ 17,56,826 
Notes
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Costs

Summary

M/o Various Colonies Under Nazul A/c-ii Dwarka Zone

Description

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BOQ Items

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Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge..

20

12314

615.7

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Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in- Charge

200

3210

16.05

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Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge.

100

5395

53.95

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Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost and sand received during taking out existing paver block will be re-used in this item

80

9472

118.4

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Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost)

150

7335

48.9

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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

7

34792

4970.3

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Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. a) 12 mm cement plaster

21

4929

234.7

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Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared

4500

16425

3.65

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Providing and fixing 70 mm thick medium duty SFRC covers engraved with SWD-8, Manufacturers name, year

45

47430

1054

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Providing and laying patch master of approved brand (ISI marks) on the pits after getting the pits cleaned off, filled the material, compacting the bituminous patch master to the required thickness & applying the precautionary barricading complete in all respect as per direction of Engineer-in-charge

300

156600

522

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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved

150

9570

63.8

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work

80

6272

78.4

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Cleaning of bell mouth including kerb channel and pipe from bell mouth to drain between bell mouth, and disposal of collected malba/earth/silt upto 50 m lead as per direction of Engineer-in-charge(All safety measure during the execution of work will be provided by agency. (The payment for bell mouth will be made only one time. However bell mouth will operational if any bell mouth is not functioning.)

1200

27000

22.5

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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, shutteringfinishing 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-incharge. (Note :- Cement content considered in this item is @ 330 kg/cum .) a) All works upto plinth level

36

241690

6713.6

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Centering and shuttering including strutting, propping etc. and removal of form for all heights a) Suspended floors, roofs, landings, balconies and access platform

182

76859

422.3

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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

3600

203760

56.6

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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge

27

39273

1454.55

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Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With medium setting bitumen emulsion a) On bituminous surface @ 0.25kg/sqm

600

5250

8.75

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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. a) 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity

15

84092

5606.1

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Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge a)40/50 mm compacted thickness with bitumen of gradeVG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and prepared in drum Type Hot Mix Plant of 60-90 TPH capacity

24

186104

7754.35

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Cleaning and desilting of peripheral and internal open surface storm water drain, culvert and covered drain if any including taking out wet/semi-wet sludge, silt and malba etcand another material( including any dead animal etc) cleaning any blockage, creating obstruction in smooth flow of sw drain in or under foul condition, lift upto 1.50 m and disposal of desilted material within a lead of 50 m .All complete as per direction of Engineer in charge (Nothing shall be paid on any account

63

13548

215.05

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Disposal of sludge, silt, refuse building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads and lifts.

25

2263

90.52



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