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Construction Of Fp Work On Left Side Of Lidder Nallah At Village Anzullah By Way Of S And B Bund Cum Toe Crates At Rd 38160 M To 38335 Mtrs . , Anantnag-Jammu And Kashmir

Irrigation And Flood Control Department-IFCD has published Construction Of Fp Work On Left Side Of Lidder Nallah At Village Anzullah By Way Of S And B Bund Cum Toe Crates At Rd 38160 M To 38335 Mtrs . . Submission Date for this Tender is 15-07-2020. Dam Work Tenders in Anantnag Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

24818147
Construction Of Fp Work On Left Side Of Lidder Nallah At Village Anzullah By Way Of S And B Bund Cum Toe Crates At Rd 38160 M To 38335 Mtrs .
Open Tender
Indian
Jammu And Kashmir
Anantnag
15-07-2020

Tender Details

Construction Of Fp Work On Left Side Of Lidder Nallah At Village Anzullah By Way Of S And B Bund Cum Toe Crates At Rd 38160 M To 38335 Mtrs .

Key Value

Document Fees
INR 900 /-
EMD
INR 21940.0 /-
Tender Value
INR 10.97 Lakhs /-

BOQ Items

Name of Work:Construction of FP work on left side of Lidder Nallah at village Anzullah by way of S and B bund cum toe crates at RD 38160 to 38335 mtrs. Amount of Work:- Rs.10.97 Lacs .
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation by mechnical means (Hydraulic Excavator) over areas ( exceeding 30 cm in depth, , 1.5 m in width, as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 mtr and lift upto1.5 mtr disposed earth to be leveled and neatly dressed. ( All kind of soil) BI01010001010000000000000515BI0100001113 104.7 Cum
2 2 Hand packing stones into wire crates excluding cost of stones and crates BI01010001010000000000000515BI0100001114 214.2 Cum
3 3 Dry stone pitching (any thickness) excluding cost of stones on Side Slopes. BI01010001010000000000000515BI0100001115 90.16 Cum
4 4 Dry stone pitching (any thickness) excluding cost of stones on Horizontal. BI01010001010000000000000515BI0100001115 84.78 Cum
5 5 Earth work in rough excavation , banking excavated earth in layers not exceeding 20cm in depth , breaking clods watering rolling each layer with half tonne roller or wooden or steel rammers and rolling every third and top-most layer with power roller of minnimum 8 tones and dressing up in embankements for roads, flood bank marginal bank and guide banks for filing up ground depressions lead upto 50mtr and lift upto 1.5mtr. in. Incl ramming , Watering, Dressing BI01010001010000000000000515BI0100001115 617.37 Cum
6 6 Supply of stones Nallah BI01010001010000000000000515BI0100001115 389.14 Cum
7 7 Supply of 4mm Dia BA wire woven crates 4"x4" Mesh as per ISI specification including all carriages complete job. BI01010001010000000000000515BI0100001116 9216 sft
8 8 Carriage of Material BI01010001010000000000000515BI0100001124
9 8.01 Nallah stones avg.05kms by MT and avg.100 mtrs by HL. BI01010001010000000000000515BI0100001125 389.14 Cum
10 8.02 S&B Avg. 01 kms by MT BI01010001010000000000000515BI0100001125 617.37 Cum
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