Saharanpur Development Authority Tender

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Saharanpur Development Authority - SDA Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date4 Nov 2022
Closing Date18 Nov 2022
Tender Amount₹ 1,10,68,220 
Notes
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Costs

Description

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BOQ Items

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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grade on prepared surface, mixing by mix in place method with rotavator at OMC. And compacting with vibratory roller to achieve the desired density. complete as per cluse 401

1120

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2075

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Providing laying spreading and compacting stone aggregates of Grade 3 (22.4-53mm stone ballast.) specifice size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling 3 with wheeeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming veguisite type of stone screening/binding materials to fiil-up the interstices of coarse aggregate, watering and compacting to be required density (A.R.)

840

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2291

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Supply & laying of 100mm thick Precast cement concerete I-Shape' Interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 50Mpa and weight 5 kg per including cost of material, with a blanket layer of 4.00cm. thick fine sand. including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge. (PWD SOR Ch. 20 new item 15)

5600

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940

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Part B- Boundry wall

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Excavation in foundation in ordinary soil including lift upto 1.50M and lead upto 30M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal & disposal of surplus earth as directed by E/I upto a distance of 30M from foundation trenches. SI .251

11

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90

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Concrete with 4cm guage stone ballast,course sand and cement in proportion of 1:5:10 in foundation and under hoorsing all material, labour, T&P etc. required for proper completion of work. including cost of binding wire (SOR No 274

3

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3370

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M-150 Brick work in1:4 cement & four coarse sand mortar in foundation including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI-305a

11

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4600

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M-150 Brick work in1:4 cement & four coarse sand mortar in super strectore including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI-305a+309+310

25

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5040

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12 mm thick plaster with cement and fine sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. S.I. No-584

210

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160

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Cement Concrete with 2cm, gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc required for proper completion of the work. SI-279a

1

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5650

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Part C- Drain

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M-150 Brick work in1:4 cement & four coarse sand mortar in foundation including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI-305a

17

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4600

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12 mm thick plaster with cement and fine sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less than 1cm. including supply of all materials, labour, tools & plants etc. required for proper completion of the work. S.I. No-584

72

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160

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Cement Concrete with 2cm, gauge approved stone grit, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, tools & plants etc required for proper completion of the work. SI-279a

3

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5650

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Part D- Speed Breaker

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Supply & laying of 80mm thick Precast cement concerete I-Shape' Interlocking paver blocks ISI mark confirming to IS: 15658-2006 with top layer of minimum 5 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. The compressive strength of concrete paver block shall not be less than 40Mpa and weight 4.5kg per including cost of material, with a blanket layer of 4.00cm. thick fine sand. including labour, T & P etc required for proper completion of the work as directed by Engineer-in-charge.

780

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760

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Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

440

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15.2

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Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.

18

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11300

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Providing and fixing of M.S. informatory sign board with frame of 40X40X5mm angle iron and diagonal braces of 25X5mm flat iron. 16 S.W. gauge M.S. Sheet shall be fixed on the M.S. Frame including one coat of ready mixed priming paint and two coats of apporved superior quality ready mixed paint on the whole structure and also painting letters on M.S. Sheet firmly fixed to the ground with 15 grade cement concrete 45X45X60cm B.G.L. Complete as per approved drawing and direction of Engineer-in-charge. (A.R.)

2

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4130



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