Saharanpur Development Authority Tender
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Saharanpur Development Authority - SDA Tender
Eprocure
Opening Date25 Feb 2019
Closing Date6 Mar 2019
Tender Amount₹ 8,64,455
Costs
EMD
₹ 87,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_SDA_322110_1Bid Award Id
ViewTender No
831/2/SDA/2018-19Tender Authority
Saharanpur Development Authority ViewPurchaser Address
-Website
http://http://www.sdasaharanpur.com/
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Documents
BOQ Items
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 with smooth wheel roller 80-100kN in stages to proper grade and camber, applying and brooming stone screening/binding materials to fiil-up the interstices of coarse aggregate, watering and compacting to be required density grading 3 as per Technical Specification Clause 405.Analised
31
67735
2185
Construction of un-reinforced dowel jointed at expansion and construction joint only plain Cement Concrete pavement thickness as per design over a prepared sub base in 1:1.5:3cement coarse and fine aggregates confirming to IS 383 maximum size of coarse aggregates not exceeding 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing) spreading by the concerete with shovels. ..................... curing of concrete slabs for 14 days, curing compound (Where specified) ............. including Cost of Polythene Sheet and Dowel bar and also including complete shifting of materials & Concrete etc complete work. New item no. 9 (1) (Road work)
62
372000
6000
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 251a
21
1722
82
Concrete with 4cm guage Stone ballast, coare sand and cement in proportion of 1:5:10 including supply of all materials labour T&P etc required for proper completion of work.Analised
13
35750
2750
M-150 Brick work 1:4 cement & four coarse sand in foundation and plinth including supply of all materials labour, Tools & plants etc. required for proper completion of the work. SI-305a
31
124000
4000
Cement Concrete with 4cm, guage approved stone ballast, 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-279
3.5
17675
5050
12 mm thick plaster with cement and fine sand of 1.25 fineness modulus in 1:3 including neat cement floating coat over brick work minimum thickness not to be less then icm including suppy of all materials, labour, tools and plants etc. requried for proper completion on work.SI-584
65
9425
145
RCC work with cement, approved coarse sand and 2cm gauge approved stone grit in proportion 1:1.5:3 in slab excluding supply of rainforcement and its bending but including its fixing and binding the same with 24 BWGGI binding wire and including necessary centering and shuttering etc and supply of all material, labour, tools and plants required for proper completion of work including cost of binding wire. S.I. -284
2.5
16500
6600
M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks and authorised overlapping shall be measured and including cost of binding wire.S.I.-504
3
16800
5600
Eatrhwork: Excavation in trenches for foundations and pipes cables etc. in ordinary soil (Loam, Clay or Sand) including lift upto 1.5m lead upto 50m and drassing of sides and ramming of bottom disposal of surplus excavate earth as directed by Engineer-in-charge with lead of 50m. (As pr jal nigam 2018)
17
1394
82
Supply and stacking of PVC pipe 6kg/sqcm pressure ISI marked all complete required for proper complition of the work. (As pr jal nigam 2018)75mm diameter pipe
85
8478
99.75
Making connection with Existing water Line of dia 75mm to proposed water line of 75mm dia including all complete
1
2400
2400
Making connection with Existing water Line of dia 75mm to Houses Connection of 20mm dia including all complete
66
72270
1095
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