Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Coal
Eprocure
Opening Date15 Sep 2020
Closing Date21 Oct 2020
Tender Amount₹ 52,92,472
Costs
EMD
₹ 4,64,625Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_UPJDA_510253_1Bid Award Id
ViewTender No
713/JDA/(2020-21)Tender 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 to be in the form of regular pits not exceeding ½ mtr. (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 m (5 fts) lift and 30 m (100 fts) lead. The earth from cutting to be used in making filling or to be deposited as spoils banks within 30 meters (100 fts) distance as directed by Engineer-in-charge (Rates excluding royality) Cartage for soil 8 km
17
-
360
Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse and and cement in the proportion of 8 : 4: 1 including supply of all materials, labour and T & P etc., required for proper completion of the work.
As per SOR No. 281
26.5
-
4175
R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1:5:3 in Slab and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour and toos and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200 PWD-283:(i)
167
-
7155
P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. (PWD-504)
197
-
5950
Construction of granular sub-base by providing course graded meterial spreading in uniform layers with mortar grader on prepared surface mixing by mix in place method with rotovator at omc and compacting with vibratory roler to achieve the desire density complete as per clause 401. (excluding GST)
134
-
1476
Providing and laying spreading and compaction graded stone aggregate wet mix macadom specification i/c premixing the material with water at OMC in machanical mix plant carriage 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 achive the desire density.
80.91
-
1567.2
Providing and applying Primer Coat with bitumen emulsion (SS-1) on prepared surface of granular base i/c cleaning of road surface any spraying primer @ 0.70 kg/sqm using mechanical means. As per M.O.R.T & H. specification clause 5.1 sl No. 502.
1720
-
27.9
Providing and applying Tack Coat with bitumen VG-20 using Bitumen pressure distributor @ 0.35 kg/sqm on the prepared granular surface cleaned with mechinal broom.
1720
-
12.4
Providing and applying Tack Coat with bitumen VG-20 using Bitumen pressure distributor @ 0.30 kg/sqm on the prepared granular surface cleaned with mechinal broom.
1720
-
10.8
Providing and laying Dense Graded Bitumenous Macadam grade - 1 (D.B.M. with 60-90 TPH) batch type hot mix plant conducing an average output of 7 tonns per hour using aggregate of specified grading premix with bitumeneous under VG-30 @ 4% by weight 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 achive the desired compaction, As per M.O.R.T. & H. specifications clause 507. complete in all respects.
129
-
5923
P/L Bitumenous concrete with 100.120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregate of spacified grading premixed with bitumenous binder 5.40 percent by weight of total mix bitumenous binder 5.40 percent by weight of total mix and filler transporting the hot mix to work site laying with hydrostatitics paver finisher with sencer control to the required grade level and alignment rolling with smooth wheeled vibratory and tendem rollers to achive the desired compactiong as per MORTH specification clause No. 508 Sl No. 509 complete in all respects.
52
-
7077
Cement concrete with 2 cm (0.75") gauge approved stone ballast, approved coarse and and cement in the proportion of 4 : 2: 1 including supply of all materials, labour and T & P etc., required for proper completion of the work. As per New Item Pg. NO. 39
1
-
5815
Providing and laying of 80 mm interlocking concrete block pavement laid in stone dust base and fill joint with fine sand. Joint filled after labling and dressing base including supply of all material, labour, T & P etc., required for proper completion of the work. As per New Item Pg. No. 58
840
-
800
Providing and laying of hot applied themoplastic compound 2.5 mmthick including reflectorising glass beads @ 250 gms per sqm area. Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 The finished to be level, uniform and free from streaks and holes. UP PWD Road sinage 2012
84
-
445
S/f of Pavement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light l/C all tax. UP PWD Road sinage 2012
148
-
325
One priming coat & two coat oil distemper on new work including supply of all materials, labour and T & P etc., required for proper completion of the work.
As per SOR No. 649 + 650
550
-
70
Painting or Varnishing on Iron works in small areas or new wood work with two coat of ready mixed priming paint and one coate of approed superior quality ready mixed paint of clear synthetic varnish including supply of all materials, labour and T&P etc., required for proper completion of the work Paint to be used should confirm to the ISI No. 103 - 1950. As per SOR No. 641 + 642
111
-
95
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