Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date20 Aug 2022
Closing Date20 Sep 2022
Tender Amount₹ 4,65,19,637
Costs
EMD
₹ 9,30,400Document Cost
₹ 11,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_UPJDA_722151_1Bid Award Id
ViewTender No
1152/JDA/2022-23Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Excavation in foundation in ordinary soil (loam clay or sand) requiring the use of spacial T&P such as pickaxas, sabbalsetc. including lift upto 1.5 meter (5 fts.) and lead upto 30 m (100 fts) & including filling, watering and ramming of excavated earth into the tranches 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 Egineer-in-charge upto a distance of 30 m (100 fts) from the foundation trenches.
SOR No 251
72.5
-
145
Cement concrete with 4 cm (1.5") gauge approved stone ballast, approved coarse sand 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. SOR No- 281
16.11
-
4175
First class brick work in 1:4 cement and fine sand of 1.25 FM, mortar in foundation and plinth including supply of all material, labour and T & P etc., required for proper completion of the work.
As per SOR NO. 305
130.64
-
5940
12 mm Cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80 mm. In girth and finished even and smooth. No extra for mixing any additive.
As per SOR No. 17.58
(I) Cement : 3 coarse sand
1262.2
-
145
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)
2761.9
-
1638.5
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.
3570.5
-
1752.7
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
26346
-
39.7
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.
26346
-
20.8
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.
26346
-
18
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.
1975.95
-
8588
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.
790.38
-
10149
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
46.45
-
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)
2520
-
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)
1989
-
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
Recovery matairial by dismantling (8544-3417.60=5126.40)
5126.4
-
800
Cartage of Baleast, Kanker, coal, grit or sand etc. including loading and unloading but excluding stacking on pucca road i/c (1 km cartage.)
As per SOR NO. 231 (a) page no.-25
735.2
-
230.7
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)
1290
-
313
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
3417.6
-
170
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