Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Eprocure
Opening Date17 Apr 2018
Closing Date7 May 2018
Tender Amount₹ 3,15,96,000
Costs
EMD
₹ 6,32,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ADAA_189596_10Bid Award Id
ViewTender No
02/2018-19 dt-09.04.2018Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
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Documents
BOQ Items
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Disposal of surplush earth, up to 5.00 km distance including labour, Loading and unloading etc. complete for proper completion of work. (SI. No- 231 a) SOR 2015-16
463
-
127.72
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with mortar grader surface, mixing by mix in place method with rotavator at OMC, & compacting with vibratory power roller to achieve the desired density, complete as per clause Table - 400-2 S.N. 4.2 (C) MORT&H specification no- 401 grading size 53.00-26.50 mm @ 35 %, 26.50 - 4.75 mm @ 45 % and 2.36 mm & below @ 20 %.
1642
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2540
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S/L Polyvinyl chloride sheet 400 micron thick including supply of all material labour T&P etc. All complete (DSR code N0 - 3002) DSR- 2014
8205
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40
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Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying including the cost of centering, shuttering, finishing and but excluding reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retarder for setting of concrete/ improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. (SI. No- 19n new ii) SOR 2015-16
2462
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7900
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Mild street or iron work in plain work such as reinforced concrete or reinforced brick ( when not included in an overall retes) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage bend hooks and authorized overlapping shall be measured up to floor two (S.I.No-504). (1) 10mm to 12mm tor (TMT Bars)
967
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4871
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Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838 including cost of primer, sealing compound in expansion joints (SI. No- 8 new chapter- 11 SOR 2015-16
505
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400
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Excavation in foundation in ordinary Soil (Loam, Clay or sand) including, lift up to 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth in to the trenches in to the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as per directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches. (Rate including Roylty of earth also) (SI-251) SOR 2015-16
35
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120
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Providing and laying cement concrete in 1:4:8 (1 cement : 4 course sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form work in foundation and floors. (S.I No. 281) SOR 2015-16
35
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4900
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Class-150 brick work in 1:4 Cement and coarse sand of 1.25 finessmodulus mortar in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. As per direction of E/I.(S.I.No.305) SOR 2015-16
87
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4500
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Dismantling existing plaster including disposal of refuse as directed by Engineer-In-Charge within a distance of 60 meters.
222
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30
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12mm Thick cement plaster in 1:4 Cement & coarse sand of 2.25 F.M. in single coat on fair side of single or half brick thick wall for interior plastering upto floor two level including brick wall for plastering upto two floor level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. No extra for mixing (Chapter 12 NBO 17.58) SOR 2015-16
327
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130
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P/F of 550*300*150 size M-20 grade precast central verje kerb stone including all material labour T&Petc all complete
700
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545
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Providing and laying cement concrete in 1:1½:3 of not less than strength of M-200 stone grit (2cm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of E/I. (S.No.279 b) SOR 2015-16
120
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6400
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Painting two Coat over Priming coat including steel and other matel surfaces upto 10cm. Width or girth or small articles not exceeding 0.10 Sqm In area with superior synthethic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified brushign to give an even shade and including cleaning the surface of all dirt, dust and other foreign matter sand papering and scapping including cost of all materials, labour, T&P etc. required for proper completion of the work. SOR 2015-16
747
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86
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Providing and applying Tack Coat VG-10 bitumen using bitumen pressure distributor @ 0.30 Kg/ M2 on the prepared bituminous surface cleaned with mechanical broom including cost of bitumen, aggregate, T&P labour & all taxes complete as per MORTH&H specification No.503
2940
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9.9
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Providing and laying Bituminous Macadam with 60-90 TPH Batch type HMP producing an average output of 75 tonnes per hours useing crushed aggregate of specified grading (25-10 mm 40%, 10-5 mm 40% , 5mm and below 20%) premixed with bituminous binder @ 3.3 % of mix and fillar using VG-30 bitumen transporting the hot mix to work site, laying with a hydrostatic paver finsher 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- 508 complete. in all respcts.
162
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2688
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Providing and laying Semi dense bituminous concrete with 60-90 TPH Batch type HMP producing an average output of 75 tonnes per hours using crushed aggregates of specified grading (9.50-4.75mm @ 57%, 4.75mm and below 41 %, Filler -2%) premixed with bituminous binder @ 4.5 % of mix and fillar using VG-30 bitumen transporting the hot mix to work site, laying with a hydrostatic paver finsher 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- 508 complete. in all respcts.
85
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3025
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