Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Eprocure
Opening Date8 Dec 2021
Closing Date30 Dec 2021
Tender Amount₹ 63,45,911
Costs
EMD
₹ 5,17,300Document Cost
₹ 4,720Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UPJDA_652891_1Bid Award Id
ViewTender No
1270/JDA/2021-22Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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.
636
-
1567.2
Providing and applying primer coat with bitumin emulsion (SS-1) on prepared surface of granular base incluiding cleaning of road surface any spraying primer at the rate 0.70kg/sqm using mechanical means. As per M.O.R.T.&H. specification clause 5.1 SI No. 502
3150
-
27.9
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 compound. The housing shall contain prismatic two glass covered prismatic reflective
3150
-
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.
3150
-
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.
236.25
-
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.
94.5
-
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
4.8
-
5815
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 compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light i/c all tax. (S.I. no. 11)
500
-
325
P/L of Center line & Edge line road marking with hot applied themoplastic compound 2.5 mm thick including reflectionsing glass beads @ 205 gms per sqm area, thinkness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to be level, uniform and form streaks and holes (S.I. no. 1)
300
-
445
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
1200
-
800
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 distance as directed by Engineer-in-charge (Rates excluding royality) Cartage for soil 5 km (S.O.R.-253)
720
-
313
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