Saharanpur Development Authority Tender
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Saharanpur Development Authority - SDA Tender
Eprocure
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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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
-
6000
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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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Supply and fixing of M.S. jali as per design and drawing by Er-in-charge. (A.R)
1900
-
212
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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
-
139
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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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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
-
157.9
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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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Relaying of bricks laid on edge ------labour only same as S.I. No-762b
2300
-
100
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Recoveries of brick bats obtained from dismantling of brick work. (Basic Rate)
240
-
760
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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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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
-
14400
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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
-
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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Painting work on concrete surface with one coat of ready mixed priming paint and two coats of approved superior quality ready mixed paint including supply of all materials, labour T&P etc. required for proper completion of work. S.I. No-641+642
100
-
82
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