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Improvement/Stablization Of Nagna Pani Khul Section From Rd 0-1037 Mtr At Places, udhampur-Jammu And Kashmir

Irrigation And Flood Control Department-IFCD has published Improvement/Stablization Of Nagna Pani Khul Section From Rd 0-1037 Mtr At Places. Submission Date for this Tender is 25-01-2021. Road Repair Tenders in udhampur Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

26602979
Improvement/Stablization Of Nagna Pani Khul Section From Rd 0-1037 Mtr At Places
Open Tender
Indian
Jammu And Kashmir
udhampur
25-01-2021

Tender Details

Improvement / Stablization Of Nagna Pani Khul Section From Rd 0-1037 Mtr At Places

Key Value

Document Fees
INR 500 /-
EMD
INR 19240.0 /-
Tender Value
INR 9.62 Lakhs /-

BOQ Items

Name of Work: Improvement / Stablization of Nagna Pani Khul section from RD 0-1037 mtr at places
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earthwork in excavation by manual means over areas (exceeding 30 cm and up to 1.5 m in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth upto 1 m from cutting edge, disposed erth to be leveled and neatly dressed in BI01010001010000000000000515BI0100001118
2 1.1 All Kinds of Soil BI01010001010000000000000515BI0100001119 68 Cum
3 1.2 Soft Rock BI01010001010000000000000515BI0100001120 29 Cum
4 2 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 Mtr kead 1:3:6 or richer mix BI01010001010000000000000515BI0100001121 34 Cum
5 3 Dismantling old plaster or skirting, venting out joints and (leaving the surface for polaster including disposal of rubbish to the dumping ground with 50 mtr lead BI01010001010000000000000515BI0100001122 304 Sqm
6 4 Providing and laying in position cement concrete 1: 4: 8 (1 cement 3 coarse sand: 8 graded stone aggregare 20 mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level. Crushed BI01010001010000000000000515BI0100001123 38 Cum
7 5 Providing and laying in position cement concrete 1: 3: 6 (1 cement 3 coarse sand: 6 graded stone aggregare 20 mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level. Crushed BI01010001010000000000000515BI0100001124 41 Cum
8 6 Dumping of stones excluding cost of stones in horizontal on level BI01010001010000000000000515BI0100001125 43 Cum
9 7 Supply of nallah stones BI01010001010000000000000515BI0100001126 43 Cum
10 8 Providing and laying in position cement concrete 1: 2:4 (1 cement 2 coarse sand: 4 graded stone aggregare 20 mm nominal size) excluding the cost of centering and shuttering. All work upto plinth level. BI01010001010000000000000515BI0100001127 1 Cum
11 9 Reincorcement for RCC work including strengthing, cutting bending placing in position and bindings all complete. Cold twisted bars BI01010001010000000000000515BI0100001128 70 Kg
12 10 Centering and shuttering including strutting propping etc. and removal of form work for: BI01010001010000000000000515BI0100001129
13 10.1 Foundation , footing, bases of columns BI01010001010000000000000515BI0100001130 244 Sqm
14 10.2 Retaining walls, return wallsm, walls (any Thickness) including atttached pilasters, buttresses, plinth and string courses, fillets etc BI01010001010000000000000515BI0100001131 61 Sqm
15 10.3 Suspended Floors, roofs, landings, balconis and access platform BI01010001010000000000000515BI0100001132 2 Sqm
16 11 Cement Concrete flooring 1:2:4 (a cement 2 coarse sand 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement including cement slurry but excluding the cost of nosing of steps etc. Complete 40 mm thick with 20 mm nominal size stone aggregare. Crushed BI01010001010000000000000515BI0100001133 266 Sqm
17 12 12MM Cement plaster of Mix 1:4 (1cement 4 fine sand) BI01010001010000000000000515BI0100001134 467 Sqm
18 13 Silt Clearance from Canal, inclusive of initial lead and lift (50 Mtr and 1.5 mtr respectively) (50% Dry & 50 % wet silt) BI01010001010000000000000515BI0100001135 83 Cum
19 14 Carriage of Nallah Stones from source upto site of work. Av 700 mtr by Head Load BI01010001010000000000000515BI0100001136 43 Cum
20 15 Carriage of Sand from source upto site of work Av 100 Km by M.T & 1.5 Km by H.L BI01010001010000000000000515BI0100001137 49 Cum
21 16 Carriage of Stones aggregate from nearest source upto site of work Av 65 Km by M.T & 1.5 Km by H.L BI01010001010000000000000515BI0100001138 81 Cum
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