Jawaharlal Nehru Technological University Tender
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Jawaharlal Nehru Technological University - JNTU Tender
Civil Works Others
Opening Date3 Sep 2021
Closing Date13 Sep 2021
Tender Amount₹ 2,07,776 This is an estimated amount, exact amount may vary.
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
₹ 2,950
Description
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Contact
Tender Id
441729Bid Award Id
ViewTender No
NIT No.20/JNTUA/Registrar/2021-22 Dated 01.09.2021Tender Authority
Jawaharlal Nehru Technological University ViewPurchaser Address
-Website
http://https://jntuh.ac.in/
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Documents
BOQ Items
Construction of damaged compound wall;Refilling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)
4
-
1256
Construction of damaged compound wall;Construction of masonry in CM (1:6) using cement concrete bricks of size 290x225x140 mm manufactured with cement, sand, 6mm HBG chips and compressive strength not less than 35kg/cm2 hydraulic pressed and all other materials obtainable from approved sources to site of work construction of masonry, scaffolding, curing including all leads and lifts for water in all seasons etc. complete for finished item of work.Excluding seigniorage charges.
12
-
58512
Construction of damaged compound wall;Plastering 20mm thick in two coats with base coat of 16mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) with dubara sponge finishing including cost and conveyance of all materials like cement, sand, water etc., to site,Including sales & other taxes on all materials, and all operational, incidental charges on materials and including cost of all labour charges for mixing mortar, finishing, scaffolding, lift charges, curing, including cutting Grooves as directed by Engineer - in - charge etc., complete for Internal & Even faces of Brick Wall and RCC exposed faces for finished item of work. (SS 901,903 & 904) but Excluding seigniorage charges.
105
-
42210
Construction of damaged compound wall;Painting to with 3 coats of Emulsion paint over base coat of cement primer of quality of approved brand and shade to give an even shade after thoroughly brushing the surface to remove all loose powdered materials, including cost and conveyance of all materials, including cost and conveyance of all materials, cost of brushes, water to site, etc., sales & other taxes, all operational, incidental and labour charges such as scaffolding charges, lift charges, curing etc., complete for finished item of work in all floors for Walls.(APSS No. 912) in All Floors External Walls
140
-
30800
Construction of damaged compound wall;VRCC corresponding to M20 grade design mix as per IS 456 using 6mm to 20mm size graded machine crushed hard Granite/Dolamite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as centering, shuttering, using Casurina Ballies,Bamboos,Wooden reapers,Runners,Woodposts,Wall Plates,SteelCentring plates ect; machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402, 403&903) For Foundation, plinth, pedestals (below plinth). The quantity of cement for M-20grade is taken as 350kgs. For estimate purpose Design mixes with cement content less than the approved/estimated cement contents, necessary recoveries shall be effected as per the review rates published by Board of Chief Engineers. However, no extra costs shall be allowed for the cement contents more than the cement contents adopted in estimates.But Excluding seigniorage
1.5
-
10662
Construction of damaged compound wall;VRCC corresponding to M20 grade design mix as per IS 456 using 6mm to 20mm size graded machine crushed hard Granite/Dolamite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as centering, shuttering, using Casurina Ballies, Bamboos, Wooden reapers, Runners, Woodposts, Wall Plates, SteelCentring plates ect;machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402, 403&903) For LINTELS,Side Walls of Water Tanks,Columns The quantity of cement for M-20 grade is taken as 350kgs. For estimate purpose Design mixes with cement content less than the approved/estimated cement contents, necessary recoveries shall be effected as per the review rates published by Board of Chief Engineers. However, no extra costs shall be allowed for the cement contents more than the cement contents adopted in estimates. But Excluding seigniorage charges
3
-
27177
Construction of damaged compound wall;VRCC corresponding to M20 grade design mix as per IS 456 using 6mm to 20mm size graded machine crushed hard Granite/Dolamite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including sales & other taxes on all materials including all operational, incidental and labour charges such as centering, shuttering, using Casurina Ballies,Bamboos,Wooden reapers,Runners,Woodposts,Wall Plates,SteelCentring plates ect; machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402, 403&903) For Foundation, plinth, pedestals (below plinth). The quantity of cement for M-20grade is taken as 350kgs. For estimate purpose Design mixes with cement content less than the approved/estimated cement contents, necessary recoveries shall be effected as per the review rates published by Board of Chief Engineers. However, no extra costs shall be allowed for the cement contents more than the cement contents adopted in estimates.But Excluding seigniorage
2
-
18646
Construction of damaged compound wall;Providing high yield strength deformed (HYSD) steel bars (Fe 500 grade as per IS 1786-1985) of different diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved designs and drawings including cost and conveyance of bars from approved sources to site of work Including Over Laps and wastage below 36mmDia bars, including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes, on cost of all materials complete for finished item of work. (APSS No.126) in all floors.
500
-
35000
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