Saharanpur Development Authority Tender
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The SDA has issued a formal invitation for competitive bids for the Saharanpur Development Authority project, for Construction Of Interlocking Tiles At Side Patries In Ambedkar Chowk Saharanpur in Saharanpur, Uttar Pradesh, with an estimated contract value of Rs. 18,69,020. The bid opening date for this tender is 30-11-2022 and the last date for bid submission is 06-12-2022. Interested bidders for Saharanpur Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Saharanpur Development Authority - SDA Tender
Opening Date30 Nov 2022
Closing Date6 Dec 2022
Tender Amount₹ 18,69,020
Costs
EMD
₹ 1,87,000Document Cost
₹ 2,860Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SDA_754819_1Bid Award Id
ViewTender No
2487/4/SDA/2022-23Tender Authority
Saharanpur Development Authority ViewPurchaser Address
-Website
http://http://www.sdasaharanpur.com/
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BOQ Items
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R.C.C. work with cement, approved coarse sand & 2cm gauge approved stone girt in proportion of 1:1.5:3 in R.C.C. Raft foundation and footing exluding supply of reinforcement and its bending, but including its fixing & binding the same with 24 B.W.G.G.I. binding wire & including necessary centering and shuttering etc. and supply of all material, labour, t&p etc. required for proper completion of the work including cost of binding wire.(For plints bea)m (S.I. No. 287(a)
10
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6760
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Extra for colour interlocking tiles
250
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63
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Item of work
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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)
500
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940
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Painting on divider 1 priming and two coats of enamel paint including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. S.I. No-761C
200
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100
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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
550
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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
6
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3370
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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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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.)
1
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4130
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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.(A.R.)
10
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9794
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Providing laying spereading and compacting graded stone aggregate to wet mix macadam specitfication including premixing the material with water at OMC in mechanical mix plant carrage of mixed material by tipper to site. Laying in uniform layers with paver in subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
190
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2620
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