Jhansi Development Authority Tender
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Jhansi Development Authority - JDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date16 Jan 2024
Closing Date30 Jan 2024
Tender Amount₹ 31,57,089
Costs
EMD
₹ 1,57,900Document Cost
₹ 3,540Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPJDA_881453_1Bid Award Id
ViewTender No
2414/JDA/2023-24Tender Authority
Jhansi Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
Cement concrete with 4 cm gauge stone ballast, coarse sand and cement in proportion of 8:4:1 in foundation & under floors, including supply of all materials, labour, T&P etc. required for proper completion of the work S.I.No. 281.
56.86
244498
4300
M-150 class brick work in 1:4 cement and coarse sand mortar in foundation and plinth including cost of all materials, labour and tools & plants, etc. required for proper completion of the work. S.I.No. 305
45.64
284337
6230
12 mm thick plaster with cement mortor inproportion of 1:4 cement and C/Sand over brick work minium thickness not be less than 10mm including supply of all materials, labour and T&P etc. required for proper, comletion of work. As per S.I. No. 17.59(II)
396.86
60322
152
Plain cement concrete with 20mm gauge approved stone grit and approved coarse sand and cement in proportion of 4:2:1 including cost of all materials, labour, tools and plants, etc. required for proper completion of the work. S.I.No. New Item P-40
62.51
373809
5980
Supply and fixing of R.C.C. Drain and manhole cover including , supply of all material with Reinforcement , loading and unloading as per Engineer in charge. (Analysis of rates).
2100
1296750
617.5
Excavation in foundation in but excavation in black cotton soil in bundelkhand area requiring use of special tools and plants such as pick axes and sabbal etc. In or under water and or liquid mud including 5km cartage. (20% extra on item no- 257+258A+231A)
502.57
186704
371.5
Providing and laying of 80mm 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. SI NO new itom no 3 , page no 61
470
394800
840
Earth work in cutting or in filling in ordinary soil, excavation to 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 and machenical compaction 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)SI No.253 (2022)
908.2
284720
313.5
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