Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Eprocure
Opening Date1 Apr 2021
Closing Date19 May 2021
Tender AmountRefer Documents
Costs
EMD
₹ 10,95,725Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_UPJDA_560777_1Bid Award Id
ViewTender No
1976/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 Excluding royalty) 3/SI No.253
72.62
-
130
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 3/SI No.253
2980.92
-
265.7
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) 4/SI No.
1425.9
-
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 5/SI No.
1069.43
-
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. 7/SI No.
7129.5
-
32.2
providing and applying Tack Caot with bitumen VG-20 using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared granular surface cleaned with mechincal broom. 8/SI No.
7129.5
-
16.1
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. 9/SI No.
7129.5
-
14
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. 10/SI No.
356.48
-
7182
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. 11/SI No.
213.89
-
8424
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) 14/SI No.
2425
-
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) 20/SI No.
388
-
325
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 21/SI No.
20
-
1380
PART -2 Cross Drainage Work
Dismentling brick work or stone work in lime or cement mortar and including stacking of materials as directed by ingineer in charge within a distance of 60mt.(200 feet) 1/SI No.692
19.51
-
370
Dismantling Reinforcement cement concrete of reinforcement Brick Work , includding Stacking of materials as directed by inginner in charge with in a distance of 60 mts.(200 feet) 2/SI No.692
55.21
-
920
Excavation in foundation in in soil mixed with moorum /shingle/kankar requiring the use of spacial T&P such as pickaxas,sabbalsetc. including lift upto 1.5 meter (5 fts.) and lead upto 30 m (100fts) & 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. 2/SI No.252
279
-
170
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 3/SI No.280
35.82
-
4415
RCC work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion of 1:2"4 in lintels of doors with windows excluding supply of reinforcement and its binding but including its fixing and binding the same with B.W.G.G.I binding wire and including nesessary centering and shuttering etc. and also including supply of all materials, labour & T&P etc. required for proper completion of the work . Binding wire cost being R.C.C. T Beam and slab roofs and RCC columns 4/SI No. 288
327.53
-
8595
RCC work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion of 1:1.5:3 in lintels of doors with windows excluding supply of reinforcement and its binding but including its fixing and binding the same with B.W.G.G.I binding wire and including nesessary centering and shuttering etc. and also including supply of all materials, labour & T&P etc. required for proper completion of the work . Binding wire cost being R.C.C. slab 5/SI No. 284(1)
34.65
-
7515
Mild steel or iron work in havy sizes such as reinforced concrete or reinforced brick work (when not included in an over a rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastege & overlapping & hooks. 6/SI No.504
80.85
-
5950
supply and fixxing of 100 mm dia down pipe foe weep holes (730) 17/SI No.730
120
-
125
Providing and filling in position blown bitumen in expansion joints 2/SI-SOR UP WRD Div- Lalitpur
108
-
22.63
Part-3 Drain Work
Excavation in foundation in in soil mixed with moorum /shingle/kankar requiring the use of spacial T&P such as pickaxas,sabbalsetc. including lift upto 1.5 meter (5 fts.) and lead upto 30 m (100fts) & 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. 1/SI No.252
437.1
-
170
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 3/SI No.280
148.7
-
4415
Mild steel or iron work in havy sizes such as reinforced concrete or reinforced brick work (when not included in an over a rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastege & overlapping & hooks. 4/SI No.504
61.06
-
5950
Supply of M.S. Grill of a approved quality and drawing made of flate iron not bigger then 20x4 mm size including supply of materials, fabrication, Labour , T&P and also one coat of red oxide paint complete of engineer in charge for proper completion of work at site. SI No 3 Mild Steel Iron Work new item-3
6
-
8365
RCC work with cement approved coarse sand and 2 cm. (3/4") guage approved stone ballast in the proportion of 1:2"4 in lintels of doors with windows excluding supply of reinforcement and its binding but including its fixing and binding the same with B.W.G.G.I binding wire and including nesessary centering and shuttering etc. and also including supply of all materials, labour & T&P etc. required for proper completion of the work . Binding wire cost being. R.C.C. T Beam and slab roofs and RCC columns 4/SI No. 288
252.7
-
6915
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