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Tender For Construction Of Guard Wall And Boulder Pitching Work In Ward No. 10 Near Kakniyan Bandh Under Nagar Panchayat, Basukinath, Dumka-Jharkhand

Urban Development Department-UDD has published Tender For Construction Of Guard Wall And Boulder Pitching Work In Ward No. 10 Near Kakniyan Bandh Under Nagar Panchayat, Basukinath. Submission Date for this Tender is 08-09-2023. Wall construction Tenders in Dumka Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

39448099
Tender For Construction Of Guard Wall And Boulder Pitching Work In Ward No. 10 Near Kakniyan Bandh Under Nagar Panchayat, Basukinath
Open Tender
Indian
Jharkhand
Dumka
08-09-2023

Tender Details

Tender For Construction Of Guard Wall And Boulder Pitching Work In Ward No. 10 Near Kakniyan Bandh Under Nagar Panchayat, Basukinath

Key Value

Document Fees
INR 5000 /-
EMD
INR 47777.0 /-
Tender Value
INR 23.88 Lakhs /-

BOQ Items

Name of Work:Construction of Guardwall and Boulder Pitching work In ward no. 10 near Kakniyan Bandh under Nagar Panchayat, Basukinath
Sl. No. Item Description
1Earth work in excavation of foundation trenches in ordinary & hard soil (vide classification of soil item -B) and disposal of excavated earth as obtained to a distance upto 50M and lift of 1.5M including, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.
2Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all material, labour, royalty and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume)
3Supplying and laying (properly as per design and drawing ) rip-rap with good quality ofboulderduly packed including the cost of materials, royalty all taxes etc but excluding the cost of carriage all complete as perspecification and direction of E/I.
4Providing and laying in Posision cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:2:4 (1 Cement :2 Coarse Sand (zone-III) : 4 garded stone aggregte 20mm nominal size)
5Centering and Shuttering including strutting, proping etc and removal of form for Foundation, footings, bases of columns, etc. for mass concrete.
6Providing random rubble stone massonary in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing, taxes and royalty and allcomplete as per buildingspecification and direction of E/I.
7Providing random rubble stone massonary in C.M. (1:4) in superstructurewith hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, of materials, scaffolding , raking out joints to 20 mm depth, curing, taxes and royalty and allcomplete as per buildingspecification and direction of E/I.
8Providing 25mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
9Providing 12mm thick cement plaster (1:4) with clean coarse sand of F.M. 1.5including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
10Providing 1.5mm cement punning including curing carriage of water with all lead and lift as per building specification and direction of E/I.
11Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specificatin and direction of E/I.
12Providingtuck pointing in cement on stone masonary(1:3)with clean coarse sand of F.M. 1.5 including screening , curing with all leads and lifts of water , scaffholding taxes and all complete as per building specification and direction of E/I
13Earthwork in filling foundation trenches and back filling of tructures in layer not exceeding 150mm thick well watered remmed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 50 M and lift 1.5 complete job.
14add carriage
15Cement (Surface - 05 km)
16Sand () (Surface - 08 km)
17Stone chips () (Surface - 70km)
18Boulder () (Surface - 70km)
19GST 18%
20LC 1%
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