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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹4.0 L
EMD Value
₹19,840
Closing Date
14 Feb 2026, 1:00 pmClosed
EXECUTIVE ENGINEER REW BUDGAM
RDD COMPLEX BUDGAM
CONSTRUCTION OF P BUND WITH FENCING NEAR GRAVEYARD AT BUNGERPORA ICHIGAM
2026_RDPR_302568_11
NIT_116_REW BUDGAM OF 2025-26
Open Tender
Civil Works
Percentage
30 days
BUDGAM
AS PER ENIT
3 documents required · 3 mandatory
₹200
Executive Engineer REW Budgam
₹19,840
Yes
14 Feb 2026
7 Feb 2026
14 Feb 2026
7 Feb 2026
14 Feb 2026
7 Feb 2026
Select, At Par, Excess (+), Less (-) IOCL
Tender Inviting Authority: Rural Engineering wing Budgam
Name of work:- Constt.of P/Bund with fencing near Graveyar at Bangerpora Ichgam
Contract No and date : As per eNIT (F:Y: 2025-26) Adv cost =Rs 3.968 Lacs
Name of the Bidder/ Bidding Firm / Company :
Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category
0_) Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed in all kinds of soil, with disposal lead upto 1 m from cutting edge BI01010001010000000000000515BI0100001115 Cum _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) Providing/Laying Stone soling Nallah/Plum hand packed on level in foundation trenches including carriages of Stones BI01010001010000000000000515BI0100001116 Cum _(* #,##0.99_);_(* \(#,##0.99\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) P/L in position cement concrete of 1:3:6 Nominal mix including curing but excluding the cost of centering and shuttering. All work upto plinth level (1 Cement :3 F.A.(Natural/M-Sand) :6 C.A. ) with 20mm aggregate BI01010001010000000000000515BI0100001117 Cum _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. BI01010001010000000000000515BI0100001118 Sqm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. BI01010001010000000000000515BI0100001119 Kg _(* #,##0.99_);_(* \(#,##0.99\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) Providing and fixing G.I chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts, and washers as required complete as per directions of Engineer in charge Made of G.I wire 4mm dia and also includes, priming coat ,including 2 coats of paint BI01010001010000000000000515BI0100001120 Sqm _(* #,##0.99_);_(* \(#,##0.99\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) 12 mm thick pluster in 1:6 mix cement mortar BI01010001010000000000000515BI0100001121 Sqm _(* #,##0.99_);_(* \(#,##0.99\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) 40 mm thick cement concrete coping in 1:2:4 mix BI01010001010000000000000515BI0100001122 Sqm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) Carriage of Stone aggregate for 20 kmts BI01010001010000000000000515BI0100001123 Cum _(* #,##0.99_);_(* \(#,##0.99\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) Carriage of Sand for 10 kmts BI01010001010000000000000515BI0100001124 Cum _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) Add provisions for signboard, Photographes ,carriage of cement ,steel and other unforseen items. BI01010001010000000000000515BI0100001125 No _(* #,##0.99_);_(* \(#,##0.99\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
Total in Figures
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