Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date29 Feb 2024
Closing Date16 Mar 2024
Tender Amount₹ 65,72,071
Costs
EMD
₹ 4,720Document Cost
₹ 5,28,610Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPJDA_904573_1Bid Award Id
ViewTender No
2789/JDA/23-24Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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. SI No . 281 (2022)
28.92
124356
4300
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 foundation and footing 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. PWD-287(1)
120.05
839149
6990
Mild Steel or Iran in plain work such as reinforced concrete or reinforced brick work when not including in an overall rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & overlapping & hooks. SI No.-504
117.8
735072
6240
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. SOR No. 305 (2022)
9.2
57316
6230
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.(1 Cement :4 Fine Sand)As per SOR NO. 17.58 (2022)
98.4
14956
152
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)
451.2
739291
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.
288
504720
1752.5
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
1400
55580
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.
1400
29120
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.
1400
25200
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.
112
961856
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.
56
568344
10149
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).
70
22750
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)
104.17
46355
445
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
282
236880
840
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature,jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR 16.69
7.92
59350
7493.78
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, reparation of surface, etc. complete On concrete work DSR 13.52.2 2021
58.08
11523
198.4
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