Saharanpur Development Authority Tender
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Saharanpur Development Authority - SDA Tender
Civil And Construction
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date21 May 2022
Closing Date13 Jun 2022
Tender Amount₹ 1,08,69,432
Costs
EMD
₹ 7,44,000Document Cost
₹ 7,400Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SDA_701539_1Bid Award Id
ViewTender No
2145/2/SDA/2022-23Tender Authority
Saharanpur Development Authority ViewPurchaser Address
-Website
http://http://www.sdasaharanpur.com/
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Documents
BOQ Items
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)
760
-
78
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 3 with wheeeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming veguisite type of stone screening/binding materials to fiil-up the interstices of coarse aggregate, watering and compacting to be required density (A.R.)
374
-
2291
Providing and applying primer coat with bitumen emulsion (ss) on prepared surface of granular base including cleaning the road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (A.R. approved)
6400
-
42.5
Provinding and laying Dense Graded Bituminous Mecadam with higher capacity batcg type HMP using crushed aggegate of specifled grading premixed with bituminious binder VG-30 @ 4.5% by waight of total mix and filler, transporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per morth & h specifications clauses 505 complete in all respects.
320
-
10347
Providing and applying tack coat with bitumen emulsion VG-10 pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (A.R. approved)
6400
-
17.3
Provinding and laying bituminious concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggegates of specifled grading, premixed with VG-30 bituminious binder @ 5.4% of mix and filler 2% by weight of total aggregates shall be by portland cement transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achive the desired compaction as per morth & h specifications clauses 509 complete in all respects. (A.R.)
195
-
12054
Suppy and laying of 80 mm thick precast cement concrete I- shape /zig-zag (all shape) interlocking coloured paver block with top layer of mininum 5 mm thickness having paln dimension of 200x(160+120)mm of O.P. cement smooth high gloss finish, skid resistant, manufactured with rubber moulds through vibro-compression mechanism over 4 cm blanket coat of fine sand & joint filling with fine sand. The compressive strength and weight of concrete paver block shall not be less than 40 MPa and 4.5 kg per including cost of materil, with blandket layer of 4.00cm thick fine sand including labour, vat , all taxes T&P. required for proper completion of the work as per specifications and as directed by Engineer-in-charge.New item - 14
3300
-
760
M-150 Brick work in1:4 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-305(a)
140
-
4300
12 mm thick plaster with cement and coarse sand motar 1:4 over brick work minimum thickness plinth with cement and coarse sand.S.I.no-584(a)
900
-
155
Dismantling brick work in cement mortar including stacking of materials as directed by the engineer in-charge within a distance of 60 mtr. S.I. No-692
140
-
316
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.) S.I.No-504
5
-
9586
Cement Concrete with 2cm, guage 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
17
-
5280
R.C.C. work with cement, approved coarse sand & 2cm gauge approved stone girt in proportion of 1:1.5:3 in slab 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 (S.I. NO-284a)
5
-
6840
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
80
-
2880
Disposal of dimantling material including loading and unloading up to 3.00 Km cartage.(A.R.)
1265
-
111.2
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
-
4130
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