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New Okhla Industrial Development Authority Tender
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New Okhla Industrial Development Authority - NOIDA Tender
Civil Works Others
131 Views | 57 Downloaded Opening Date
02 Jun 2021
Closing Date
16 Jun 2021
Tender Amount
₹ 2,85,09,110
Costs
EMD
₹ 5,71,000Document Cost
₹ 5,310Tender Fee
Refer Documents
Summary
M/o Road ( Raising Renovation Of Footpath And Repair Of Drain On Zonal Road No 8 Infront Gate No 2 And 3 Noida Stadium From Spice Xing To Mp 1 Road (both Side) Noida
Description
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BOQ Items
| Item | Quantity | Units | Rate | Amount |
|---|---|---|---|---|
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. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. | 280.8 | cum | - | 156.9 |
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 258.2 | Sqm | - | 39 |
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 150.16 | Cum | - | 6376.25 |
Providing and laying in position ready mixed plain cement concrete,
using fly ash and 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 : (1) Excess/less cement used than specified in this item is
payable/recoverable separately. (2) Fly ash conforming to grade I of IS
3812 (Part-1) only be used as part replacement of OPC as per IS : 456.
Uniform blending with cement is to be ensured in accordance with
clauses 5.2 and 5.2.1 of IS: 456 -2000 in the items of BMC and RMC.All works upto plinth level:M-10 grade plain cement concrete (cement
content considered @ 220 kg/cum) | 947.1 | Cum | - | 7598.7 |
12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) | 1353.87 | Sqm. | - | 276.15 |
Neat cement punning. | 1429.93 | Sqm. | - | 62.75 |
Providing and applying white cement based putty of average thickness
1 mm, of approved brand and manufacturer, over the plastered wall
surface to prepare the surface even and smooth complete. | 810 | Sqm | - | 115.15 |
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. | 281 | cum. | - | 138.85 |
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 3261.3 | Sqm. | - | 609.3 |
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 | 652.65 | Cum. | - | 8398.65 |
Providing and laying C.C. pavement of mix M-25 with ready mixed
concrete from batching plant. The ready mixed concrete shall be
laid and finished with screed board vibrator , vacuum dewatering
process and finally finished by floating, brooming with wire brush
etc. complete as per specifications and directions of Engineer-incharge.
(The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum.
Excess/less cement used as per design mix is payable/ recoverable
separately) | 877.5 | Cum | - | 8663.05 |
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | 84 | each | - | 1210.85 |
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 | 810 | Sqm | - | 177.15 |
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars | 40352 | Kg. | - | 83.5 |
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 metre lead
as per direction of Engineer-in-Charge. | 2850 | Sqm | - | 94.05 |
Laying old cement cocrete 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 Engineerin-
charge. (Old CC paver blocks shall be supplied by the department
free of cost). | 570 | Sqm | - | 324.2 |
Earth work in embankment in ordinary soil, embankment to be done in 20 cm layers, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden roller or steel rammer and rolling every third or top most layer with power roller or minimum 8 tonne including 1.5 m lift and all lead including cartage of earth by mechanical transport and all T & P labour etc. required for proper completion or work. (earth shall be arranged by the contractor at his own cost from outside of Noida). | 1620 | Cum | - | 350.1 |
| Total Amount | ₹ 34.6 K |
|---|---|
Quoted Amount Calculate Bid Estimation -5 × % | ₹ 32.9 K |
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