Meerut Development Authority Tender
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Meerut Development Authority Tender
Agriculture or Forestry Works
Eprocure
Opening Date5 May 2018
Closing Date15 May 2018
Tender Amount₹ 1,10,000
Costs
EMD
₹ 1,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_MDAUP_196921_23Bid Award Id
ViewTender No
1345/CE/MDA/2018-19 Dt 20-04-2018 SBTender Authority
Meerut Development Authority ViewPurchaser Address
-Website
http://https://mdameerut.in/
GEM & Bid Advisory Services
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BOQ Items
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provinding ,laying ,spreading and compacting graded aggregate to Granular Sub-Base with close graded specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material by tipper to site ,laying in uniform on well prepared surface and compacting with vibratory rollar to achieve the desired density. complete as per close401 unit=cum. Taking output=225cum(495 tonne)
700
2237620
3196.6
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provinding ,laying ,spreading and compacting graded aggregate to wetmix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material by tipper to site ,laying in uniform layer with paver in sub base / base course on well prepared surface and compacting with vibratory rollar to achieve the desired density. unit=cum. Taking output=225cum(495 tonne)
700
2274020
3248.6
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base with medium setting bitumen emulsion with spray set including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means taking output 3500 sqm.
2829
73271
25.9
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Providing and laying semi-dense bituminous concrete with 60-90 TPH batch type HMP producing an average output of 25 cum per hour using crushed aggregated at specified grading premixed with bituminius binder of grade 60-70 @ 5.00% of mix and filler transperting the hot mix to Work site, laying with a hydrostatic paver, finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratery and tandem roller to achived the desired compacting as per MORTH specification clause no. 508 complete in all respect.
114
951330
8345
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Sewer Line
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-
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Excavation for sewer line trenches following depth below G.L for laying sewer line in ordinary soil (loam, clay or sand) including dressing, leveling, refilling of trenches in 20cm layer watering sand ramming the same includng removal of surplus earth upto a distance of 50M from the centre of trenches.
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-
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A. 0-1.5 m depth
800
151040
188.8
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Supply of 250 mm dia R.C.C. Hume Pipe (S/S type) NP-2 including all taxes loading and unloading etc. complete of the work.
533
173758
326
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Concrete with 4 cm. gauge brick ballast, fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, tools & plants etc. required for proper completion of the work. [S.I.No. 273]
72
187200
2600
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Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 250mm dia R.C.C. pipe
533
149906
281.25
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Construction of Brick main hole of internal size 1m 1.2m 3m including excavation of earth and laying of the base concrete M-20 mix 1:2:4 of 15cm thick and P.C.C. 1:5:10 base concrete thickness 20cm and brick work in 1:3 cement and coarse sand and plaster with cement and coarse sand in 1:3 with neat cement and 20cm thick R.C.C. slab with 1:1.5:3 in all complete of work.
34
1059950
31175
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Add or substraction of R.C.C. shaft for item no.5.
34
-215152
6328
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Construction of inspection chamber of internal size 0.60x0.60x3.0 m including excavation of earth and laying of the base concrete M-20 mix 1:2:4 of 15cm thick and P.C.C. 1:5:10 base concrete thickness 20cm and brick work in 1:3 cement and coarse sand and plaster with cement and coarse sand in 1:3 with neat cement and 20cm thick R.C.C. slab with 1:1.5:3 in all complete of work.
15
192570
12838
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Add or substraction of R.C.C. shaft for item no.7.
15
54555
3637
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Water Line
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-
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Exacavation of earth for water line in ordinary soil, (loam, clay or sand) includng lift upto 1.5 m and lead upto 30m distance and also refilling the earth all complete of the work.
267
21894
82
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Supply of 140mm dia PVC 6kg/sqm pipe in the direction of E/I. [MR}
445
93005
209
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Supply of following ISI mark PVC special fitting including carting, laying and jointing all complete of the work.
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-
-
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(i) Tea 140x140x140
15
5940
396
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(ii) End cap 140mm
5
660
132
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(iii) Bend 140mm
8
2596
324.5
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Supply of sluice valve ISI mark of following size
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-
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(i) 140mm size S.V.
2
18868
9434.1
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Carting laying & jointing 140mm dia PVC pipe.
445
11547
25.95
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Supply and fixing of C.I. D-joint 140mm dia including rubber packing and solvent cement complete in all respect.
10
3850
385
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Construction of masonary chamber of size 0.60m x 0.60m x 1.00m for making connection and inspection incluidng cost of excavation of earth base concrete 1:6:12 of 10cm thick and brick work in 1:4 in cement and fine sand mortar, cement in 1:3 cement and coarse sand and R.C.C slab 10 cm thick in complete in all respect.
2
10108
5054
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Making connection to main hole line including digging and refilling the trenches complete in all respect.
2
659
329.7
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Culvert/Drain
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-
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Earth Work in excavation in foundation in ordinary soil (Loam.clay or sand) including lift up to 1.50 M.and lead up to 30 M. and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the sides of foundation tranches or into the plinth and removal and disposal of surplus earth as directed by the Engg-in-charge up to a disatance of 30 M. from the foundation trenches .[S.I. NO. 251(a)]
388
31816
82
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M-150 Brick Work in one cement & six fine sand of 1.25 F.M morter in foundation & plinth includind supply of all materials,Labour,Tools & plants etc.required for proper completion of the work.[SI.No.305]
250
950000
3800
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12 mm thick plaster with cement and approved fine sand in 1:4 with 1.25 F.M. including supply of all material labour Tool & Plants etc. required for proper completion of the work.[S.I. No. 584]
656
91840
140
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Cement Concrete with 2 cm gauge approved graded stone grit, coarse sand and cement in the proportion of 4:2:1, including supply of all materials, labour, tools & plants etc required for proper completion of the work. [S.I No. 279(a)]
15.2
76760
5050
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R.C.C work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3 in slab excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc. reqired for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra.[S.I.No. 284(a)]
15.2
100320
6600
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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. [S.I.No. 504]
30
168000
5600
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Park/B Wall
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-
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Earth Work in excavation in foundation in ordinary soil (Loam.clay or sand) including lift up to 1.50 M.and lead up to 30 M. and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the sides of foundation tranches or into the plinth and removal and disposal of surplus earth as directed by the Engg-in-charge up to a disatance of 30 M. from the foundation trenches .[S.I. NO. 251(a)]
81
6642
82
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Concrete with 4 cm. gauge brick ballast, fine sand of 1.25 F.M. and cement, in proportion of 12:6:1 in foundations and under floors, including supply of all materials, labour, tools & plants etc. required for proper completion of the work. [S.I.No. 273]
150
390000
2600
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M- 150 Brick Work in 1:6 one cement & six C. sand of 1.25 F.M mortar in superstructure, for 9 inch thick wall, including supply of all materials labour Tool & plants etc. required for proper completion of the work. [S.I. No. 303+309+310a]
103
399640
3880
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M- 150 Brick Work in 1:4 one cement & four fine sand of 1.25 F.M mortar in superstructure, for 9 inch thick wall, including supply of all materials labour Tool & plants etc. required for proper completion of the work.
119
497420
4180
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M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work. But for Staire cases & grills [S.I.no. 502(a)] ( For Grills / Stair case railing)
10
59500
5950
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12mm thick plaster with cement & fine sand of 1.25 f.m in 1:4 over brick work minimum thickness not to be less than 1.0 cm including supply of all material, labour, tools & plants etc. required for completion of the work.[S.I.No. 582]
1224
171360
140
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Painting or varnishing work in small areas or new wood work with one coat(upto one squre metre of ready mixed paint or Varnish including supply of all Materials,labour,tools & plants etc. required for proper completion of the work.Paint to be used should confirm the ISI no.103-1950[SI No.641+642]
27
2214
82
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Finishing wall with water proof cement paint of approved make and quality on new wood with three coat to give an even shade including supply of all materials, labour, Tools & plant etc. required for proper completion of the work. [S.I.no. 660+661]
1224
82008
67
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