Moradabad Development Authority Tender
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Moradabad Development Authority Tender
Civil And Construction
Eprocure
Opening Date12 Nov 2020
Closing Date10 Dec 2020
Tender AmountRefer Documents
Costs
EMD
₹ 2,29,500Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MDA_530111_3Bid Award Id
ViewTender No
28/CE/MDA/2020Tender Authority
Moradabad Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
P/L of Granular sub base (G.S.B.) including all labour, Materials, taxes, cartage and T&P etc. complete of work as per direction of E/I.P.S.(Analysis attached)
505
-
3371
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Analysis attached)
745
-
3557
providing and applying tack coat on the prepared surface heating bitumen in boiler and spraying the bitmen with sray set fitted on bitmen boiler @ 0.3kg/ sqm. over granular surface treated with primmer as per MORTH & techanical specification clause. (Analysis attached)
5200
-
11.2
providing and applying tack coat on the prepared surface heating bitumen in boiler and spraying the bitmen with sray set fitted on bitmen boiler @ 1.0kg/ sqm. over granular surface treated with primmer as per MORTH & techanical specification clause. (Analysis attached)
5200
-
33.3
Providing and Laying dence graded bituminos mecadam with 100-120 TPH batch type HMP producing an average aoutput of 75 Toons per hour using crushed aggreates of spccified grading,premixed with butminous binder vc-30@4.5 percent by weight of total mix and filler, transporting the hot mix to work site laying with a hydrostatic,paver finisher with senso control to the required gradfe ,level and alignment rolling with smooth wheeled, vibratory and tandom rollers to achieve the desired compaction as per month specification clause No.507 complete in all respects. (Analysis attached)
260
-
8031
Providing and laying bituminos concrete with 100-120 TPH batch type HMP producing as average aoutput of 75 Tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30@ 5 percent by weight of total mix and filler, transporting 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, vibratory and tandem rollers to achieve the desire compaction as per morth specification clause no. 509 complete in all respects. (Analysis attached)
156
-
8738
Providing & laying hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gm. Per sqm. Area thickness of 2.5mm is exculding of surface applied glass beads as per IRC-35, The finished surface to be level, uniform and free from streaks and holes. (DSR No. 2019- 16.62)
360
-
504.05
Supply & Laying of 80 mm thick precast cement concrete I shaped paver block with a top layer of minimum 8mm thickness having plan dimension 200 x(160+120) of O.P. cement, smooth high gloss finish, skid reditant. Manufactured from rubber moulds threw vivro - compression machanism. The compressive strength of concrete paver blocks shall not be less than 30 MPa & 5 kg/no. confirming to IS:15658-2006 with a 4cm thick layer of fine sand including cost of all materials, labour T&P etc. required for proper completion of the work as per direction of E/I.(Red colour hingh quaility pigment/lanxess, bayer chemicals) New Item-5 on page 51 SOR 2020 Road 5(1)
600
-
900
Cement concrete with 2 cm gauge approved stone grit, coarse grit, coarse sand and cement in proportion of 4:2:1 including supply of all materials, labour T&P etc required for proper completion of the work. (SI.No.279A) SOR 2020
3
-
6300
PART- B (RCC NALA)
-
-
-
Excavation in foundation in ordinary soil (Loam, clay or sand) 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 and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30M fromthe foundation trenches. S.I. No. 251/2020
340
-
110
Concrete with 4 cm. gauge stone ballast, fine sand and cement in proportion of 8:4:1 in foundation and under floors including supply of all material, labour, T&P etc. required for proper completion of the work.( S.I NO. 281 CH-5)/2019-20
57
-
5500
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge approved crushed stone grit in proportion of 1:1.5:3 in footing & raft excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 287+ diff CH-5)/2020 +diff. 283 and 283(A)
52
-
6750
R.C.C. work with cement approved coarse sand & 2cms(3/4") gauge stone grit in proportion of 1:1.5:3 in coloumns and walls excluding supply of reinforcement and its bending but including its fixing & binding the same with 24BWGGI Binding wire & including necessary centering & shuttering etc. & and also including supply of all material labour T&P etc. required for proper completion of work. Binding wire is to be supplied by the contractor free of cost. ( S.I NO. 289 CH-5)/2020
86
-
8050
RCC work with cement approved coarse sand and 2cm (3/4")gauge approved stone ballast in the proportion 1:1½:3 (1 cement : 4½ aggregates) in slabs including necessary centering & shuttering excluding supply of reinforcement and its bending the same with 24 BWG GI binding wire and necessary centering & shuttering excluding supply of reinforcement and complete. ( S.I NO. 284(a) CH-5)/2020
15
-
7700
M-150 brick work in 1:4(one part of cement and Four part of coarse sand of 2.75.M ) cement mortar in Foundation and plinth including supply of all material, labour, T&P etc. required for proper completion of work. (S.I. No. 307A)/2020
2.5
-
4800
12 mm. thick plaster with 1 : 4 (one part cement & four parts of coarse sand of 2.75 F.M. ) over brick work minimum thickness not to be less than 1 cm & Including supply of all material , labour , T & P etc. required for proper completion of the work. ( S.I.No.584)/2020
25
-
180
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 and its wastage, bend hooks and authorised overlapping shall be measured. ( S.I NO. 504 CH-10)/2020
121
-
6100
Finishing walls with superior quality water proof cement paint/snowcem of approved make and quality of new work with two coats of give even shade i/c preparing surface by the througly cleaning and sand preparing and supply of all materials] labour and T&P etc. requried for proper completion of the work. (S.I.No. 660/UPPWD SOR-2020)
25
-
53
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