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 Repairing Of Khuranja, Patri Dressing And Making Jali Along Upar Yamuna Canal Between Ambala Road To Gangoh Road In, Saharanpur in Saharanpur, Uttar Pradesh, with an estimated contract value of Rs. 36,41,290. The bid opening date for this tender is 16-10-2020 and the last date for bid submission is 27-10-2020. 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 Date16 Oct 2020
Closing Date27 Oct 2020
Tender Amount₹ 36,41,290
Costs
EMD
₹ 3,65,000Document Cost
₹ 2,860Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_SDA_520806_1Bid Award Id
ViewTender No
1479/2/SDA/2020-21Tender Authority
Saharanpur Development Authority ViewPurchaser Address
-Website
http://http://www.sdasaharanpur.com/
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Documents
BOQ Items
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Dismantling of old brick laid on edge kharanja including stacking of materials as directed by the engineer in-charge within a distance of 60 mtr. S.I. No-New Item-3 (Road Work)
4650
-
14
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Earth work in cutting in ordinary soil dressing the surface to required levels and slopes and also including 1.50M lift and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M distance as directed by Engineer-in-charge.SI 253a
360
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72
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Supply and laying kerb stone with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 20mm thick stone grit of nominal size) cement concrete 600X300X150mm as per dircetion of Er-in-charge.(A.R) as per S.I. n-282+Diff of cement.
670
-
162
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Cast cement concrete door sills, chaukhats, boundary posts shelves and similar small work with cement, aproved coarse sand and 2cm gauge stone grit in proportions of 1:1.5:3 excluding its fixing and binding the same with 24 B.W. G.G.I., binding wire, moulds, all materials labour, T&P etc. required for proper completion of the work. S.I. No-282+Diff of cement
50
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6000
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Paintings on new iron work or new wood work with one coat of ready mix priming paint and two coats of approved superior quailty ready mixed paint or clear synthetic varnish ( Berger, dulux,, Narolac, Shalimar) and with two coat of white cement based putty of average thickness 1 mm, of approved brand, including supply of all materials, Labour,T&P etc. required for proper complete of the work. pain to be used should confirm to the ISI no. 1950 (PWD SI. No-641+642)
1900
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139
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M.S. or iron work in M.S.Grills/stair case railings/gate/trusses/ racke etc. wrought to rquired form Including wastage etc. required for proper completion of the work. S.I. No-502 A
234
-
5950
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Brick soiling with S.O.B. bricks laid on edge and dry with B.O.E. on both side including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth of P.I. 5 to 7 spreading blinding coat 1 cm (3/8) depth of local earth over the entire surface and including supply of all materials, labour T&P etc. required for proper completion of work. S.I. No-762B
2350
-
345
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Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m. in depth and earth work in embankment to be in 20 cm. layers including ermming and dressing the surface to required levels and slopes and also including 1.50 m. lift and 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 m. distance as directed by the Engineer incharge also including cartage of earth for 3kms. (Excluding royality) S.I. No. 253(a)+ Cartage of 3 Km.
1000
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157.9
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Renewing patrie 1.5 metere wide including dressing surface filling upto 8cm (3") depth and making namunas, at every 15 m. apart on either side of the road true to patri tempalete with side slopes of 1:2 etc. trenches for taking the earth to be dug htat they form a continuous side drain at road boundary. S.I. 764A
1.55
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14400
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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 .251a
40
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82
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Providing and fixing of M.S. informatory sign Board made of 2mm thick M.S. sheet welded on M.S. angle iron frame of 40X40X5mm size with diagonal braces of 25X3mm flat iron including fixing in 1:1.5:3 c.c. of 300X300X450 mm over 10 cm thick base of P.C.C. in proportion of 1:5:10 and also including writing on M.S. sheet over and including painting two or more coats with approved superior quality ready mixed paint over one coat of priming paint including supply of all materials, labour T&P etc. required for proper completion of the work as per drawing and direction of Er-in-charge.(A.R.)
2
-
3865
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Relaying of bricks laid on edge ------labour only same as S.I. No-762b
2300
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100
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Supply and fixing of M.S. jali as per design and drawing by Er-in-charge. (A.R)
1900
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212
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Recoveries of brick bats obtained from dismantling of brick work. (Basic Rate)
240
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760
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