Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Coal
Eprocure
Opening Date23 Jul 2020
Closing Date14 Aug 2020
Tender Amount₹ 3,22,24,167
Costs
EMD
₹ 18,11,210Document Cost
₹ 11,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UPJDA_494882_1Bid Award Id
ViewTender No
393/JDA/2020-21Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Earth work in cutting or in filling in ordinary soil, excavation tto be in the form of regular pits not exceeding 1/2 meter (20") in depth and earthwork in embankment to be in 20 cm (8") layers, including ramming & dressing the surface to required levels and slops and also including 1.50 meter(5fts) lifts and 30 m. (100 fts) lead. the earth from cutting to be used in making filling or to be deposited as spoil banks withinn 30 metrs (100 fts) distance as directed by ingineer-in-charge.(Rate including royalty) Cartage for soil 4 km
9000
-
224.8
Construction of granular sub-base by providing course graded material spreading in uniform layers with moter grader on prepared surface mixing by mix in place method with rotovator at omc and compacting with vibratory roller to achieve the desired density complete as per clause 401.(Excluding GST)
2756.25
-
1624
Providing and Laying spreading and compaction graded stone aggregate wet mix macadom specification including premixing the material with water at OMC in machanical mix plant carriege of mixed material by tipper to site , laying in uniform layers with paver finisher in Sub-base /base course on well prepared surface and compaction with vibatory rollers to achiev the desired density
2756.25
-
1737.7
providing and appling Primer Caot with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of raod surface any spraying primer at the rate 0.70 kg/Sqm using mechanical means. As per M.O.R.T.&H. specification clause 5.1 SI No -502.
18375
-
29.3
providing and applying Tack Caot with bitumen VG-20 using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surface cleaned with mechincal broom.
18375
-
11.6
providing and laying Dense Graded Bitumenous Macadam grade-I (D.B.M. with 60-90 TPH batch type hot mix plant conducing an average output of 75 tones per hour using aggregate of specified grading premix with bitumenous under VG-30 @ 4% by wieght of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic pave finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction, As per M.O.R.T.& H. Specifications clause 507 complete in all respects.
918.75
-
6367
Providing and laying Bitumenous concrete with 100.120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregate of spacified grading premixed with bitumenous binder 5.40 percent by weight of total mix and filler transporting the hot mix to work site laying with hydrostatics paver finisher with senser control to the required grade level and aligment rolling with smooth wheeled vibratory and tendem rollers to achiev the desired compaction as per MORTH spacification clause no.508 SI no.509 complete in all respects.
551.25
-
7550
Providing and laying of 80mm interlocking concrete block pavement laid in in stone dust base and fill joint with fine sandjoint filled after leveling and dressing base including supply of all materials labour T&P etc required for proper completion of the work new item no 14.43 new item 3
9800
-
800
cement concrete with 4cm (1.5") gauge approved stone ballast ,approved course sand and cement in the proportion of 6:3:1 including supply of all materials,labour and T&P etc. required for proper completion of the work
91.88
-
4415
Cast cement door sills chaukhats boundry posts shelves amd similar small work with cement approved coarse sand and 2 cm (3/4'') guage approved stone balast in the proportion of 1:2:4 excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.g.I. binding wire and including the cost of binding wire moulds and all other materials labour and T & P etc required for proper completion of the work.
110.25
-
6645
P/L of Center line & Edge line road marking with hot applied thermoplastic compound 2.5 mm thick including reflectionsing glass beads @ 205 gms per sqm area, thinkness of 2.5 mm is exclusive of surfave applied glass beads as per IRC:35 the finished surface to be level, uniform and form streaks and holes (S.I. no. 1)
1470
-
445
Supply and fixing of pavement maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison /3-M (USA Maker) consisting of ASA plastic housing fitted with lightly adherent plotting componud. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light i/c all tax. (S.I.no. 11)
1960
-
144
S/F of sqare delineators made of 45x45x3 mm sq. pipe 900 mm long duly paint in black color having two nos. of high intensity prismating retro feflecion shooting of yellow and white color having minimum retroreflection values as per type IV of ASTMD
50
-
594
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