Hapur Pilakhua Development Authority Tender

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Hapur Pilakhua Development Authority - HPDA Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 Sep 2022
Closing Date21 Sep 2022
Tender Amount₹ 15,47,794 
Notes
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Costs

Description

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BOQ Items

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12mm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc. required for proper completion of the work.

20

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165

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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.

2

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7000

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Previding & Laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material lo ste carriage OMC in mechanical mix plant of mixed material by lipper lo s laying in uniform layer with paver in sub basebase coarse on well prepared surface and compacting with vibratory roller to achieve the desired density, MORT&H-406

79.4

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4147

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Dismantling manually by mechanical means including stacking of serviceable material and disposal of unserviceable material with in 50 metres lead as per direction of Engineer-in-charge 15.43.2 bituminous road Cum Sqm Providing and applying primer coat with bitumen VG10 on prepared surface of granular base including learing of road surface and spraying primer at the rate of 0.70 Kg/sqm. using mechanical means. Providing and applying tack coat with bitumen 80/ 100 grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

173

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295.93

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Providing and applying primer coat with 80/100 bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm. using mechanical means, including supply of all materials, labour, T&P etc required for proper completion of the work as per Clause- 502 of MORT & H specifications and as per direction of the Engineer-in-charge.(A.R.)

574

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40.75

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Providing and applying tack coat with 80/100 bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg. per sqm. on the prepared bituminous/ granular surface cleaned with mechanical broom, including supply of all materials, labour T&P etc. required for proper completion of the work as per Clause - 503 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.)

2050

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20.9

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Providing and applying tack coat with 80/100 bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg. per sqm. on the prepared bituminous/ granular urface cleaned with mechanical broom, including supply of all materials, labour T&P etc. required for proper completion of the work as per Clause - 503 of MORT & H specifications and as per direction of the Engineer-in-charge. (A.R.) Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total 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 pecification clause No. 505 complete in all respects.

24.75

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7746

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Providing and laying bituminous concrete (Gr-ll) with 120 TPH batch type hot mix plant using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.40 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 Adjustment for bitumen shall be done as per job mix formula and E-in-C letter No 2651 DI 27-07-12. (Using Plastic waste @ 6% of Bitumen Weight)

41

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10626

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Providing and laying bitumenous concrete with 100-120 tonnes per hour batch type Hot mix plant producing an average output of 75 MT per hour using crushed agregated of specified grading-il premixed with 60/70 (VG30) bitumenous binder @ 5.00% by weight of total mix and hydrated lime @ 2% by weight of total mix, transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory (8-10 tonnes) roller for initial brake down rolling, finish rolling by smooth wheeled tondom roller (8) 10 tonnes) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 509 of MORT & H specification sand as per direction of the Engineer in charge (A.R.)

123

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520

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RCC work in ratio 1:24 with cement and coarse sand and 200mm stone grit.....completion of work.

2.6

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8150

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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. 5.22.1 Mild steel and Medium Tensile steel bars.

3.6

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7443.33

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Supply and fixing of 80 mm thick I shaped rubber moulded cement grey / ordinary red inter locking cement concrete paver blocks confirming :15658/2006 of approved shape manufactured by high pressure and control vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPa (M-30) including levelling & dressing of surface up to required level and slopes filling joints with local sand including cost of material, labour, T&P required for proper completion of work as directed by E/I and as per approved specifications.

103

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732.5

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Supply and fixing of 80 mm thick I shaped rubber moulded cement grey / ordinary red inter locking cement concrete paver blocks confirming IS:15658/2006 of approved shape manufactured by high pressure and control vibration machine having plan dimension 200x(160+120mm) with minimum 5mm thick topping of O.P. cement mixed with 25% marble powder. The compressive strength of concrete paver block shall not be less than 30 MPa (M-30) including levelling & dressing of surface up to required level and slopes filling joints with local sand including cost of material, labour, T&P required for proper completion of work as directed by E/I and as per approved specifications.

160

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325

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Supply and fixing of raised Pavement Marker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison 3-M(USA Make) consisting of ASA Plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic tow glass covered prismatic reflective face to reflect incident light including all taxes.

21

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1375

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Earth work in cutting or in embankmat in ordinany soil excavation to be done from reqular pits not excoding 1/2 m in depth and wone embankement to be in 20cm layer including ramming and dressing the surface to required levels and stops and also including 1.50m lifts and lead upto 8.00 km. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m distance as dirceted by the engineer in charge exclvaling the cost of roylity of earth (A.R. Road 1,2 dks fnYykh jksM ls feykus dk dk;Z½

23

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299.4

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P/F wiring Point for light with 1.5mmsqur FRLSH PVC insulated multistrained single core copper conductur cable havey gauge rigil steel conduilt pope conceled in wall complete with 14SWG piyano type switch and rose/angle/batten bolber on C30mm thick phenolic laminated backelite sheet etc. complete with all respect as direted cable as earth work as dirceted by including maching colour wash (SI-131C)

20

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643

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Supply and laying of aluminium conluctor PVC insulated armored served sheathed cable 1100 volts grate at a defth of 750mm below ground level over a cushion of 75mm thick sand all around and protacted with burnt bricks on soldes and on top on surface the cable run of suitalbe size or dircted by the engineer in charge. complete in all respeted. The armouning of the cable shall be properlly conneted with the earth conduletor by clampset

26

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292

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S/F of 63 amp. 415 volt metal clad TPN CFS complete with HRC Fuse etc on angle frame complete with all restpect cup (cat-B)

2

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4050

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S/F of .6amp to 32 amp SPMCBC 10KA m curre. Cat-B

4

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206

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supply and fixing of 20 watt LED light (well brocket) surface mounting weather proof huminaire with D.C Housing and opal finishi contirwing to IP 65 complete in all respect Cat- AAA

2

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2030

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supply and fixing of facrative 40 to 45 watt hael Post top indirect light luminiaire having pressure die cost aluminium body and clear glass with driver set confirming to IP 65 and above protection complete in all respect Cat-AA

2

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7890



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