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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 GUNDI UMER NOWPORA DOORU ANANTNAG | ANANTNAG | JAMMU AND KASHMIR | 192101 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹3.4 L
EMD Value
₹17,175
Closing Date
19 Feb 2026, 6:55 pmClosed
EXECUTIVE ENGINEER REW BUDGAM
RDD COMPLEX BUDGAM
CONSTRUCTION OF BORE WELL WITH SUBMERSIBLE PUMPING UNIT AND ALLIED WORKS TO BE CARRIED OUT AT SONIWADER / BALHALAD NEAR THE H/O MOHD SULTAN DAR
2026_RDPR_303056_1
NIT_122_REW BUDGAM OF 2025-26
Open Tender
Civil Works
Percentage
30 days
NAGAM
AS PER ENIT
3 documents required · 3 mandatory
₹200
Executive Engineer REW Budgam
₹17,175
20 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
19 Feb 2026
13 Feb 2026
Tender Inviting Authority: Rural Engineering Wing Division Budgam, Kashmir. Tender Inviting Officer: Executive Engineer Rural Engineering Wing Budgam.
Construction of Borewell with Submersible Pumping Unit and Allied Works to be carried out at Soniwader/Balhald near the House of Mohd Sultan Dar (Hafroo A)
Contract No: of 2025-26 DATED: Adv cost = Rs. 3.43570 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_) Drilling of 125 mm dia water well in collapsible strata, conglomerate, boulder, gravel, pebbles, silt, clay whatsoever formation encountered using 125 mm dia ODEX/DTH method and exploration of ground water by tapping sufficient aquifer zones below ground level with simultaneous lowering of MS plain ended pipe duly chamfered/ beveled and welding face incl shifting of drilling accessories, cost of casing driving shoes, suitable air compressor incl cost of slotting and lowering of the requisite casings upto the drilled depth BI01010001010000000000000515BI0100001118 Rm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) P/F of 125 mm dia MS/UPVC Slotted pipe BI01010001010000000000000515BI0100001119 Rm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) P/F of MS Riser pipe 25mm dia BI01010001010000000000000515BI0100001120 Rm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) P/F of Submersible Power Motor 1.5 HP of Crompton or equivalent make incl. necessary fittings BI01010001010000000000000515BI0100001121 No. _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) Add provision for pipe specials, c/o basin, outlet drain/ PVC pipe, carriages of various elements, etc. BI01010001010000000000000515BI0100001122 job Excess(+) Full Conversion INR
0_) Earth work in excavation in foundation trenches or drains (not exceeding 1.5M in width as well as 10Sqm on plan) including dressing of sides ramming of bottoms lift up to 1.5M including getting out the excavated soil and disposal of surplus excavated soil within a lead of 1 M from edge of cutting. BI01010001010000000000000515BI0100001123 cum _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) P/L in position of stone soling hand packed tightly incl carriage av 10 km lead BI01010001010000000000000515BI0100001124 cum _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutteringl.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001125 cum _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) Centering and shuttering including strutting propping etc. and removal of form work. BI01010001010000000000000515BI0100001126 sqm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) 50 mm thick Cement Concrete Flooring in 1:2:4 mix. All Complete. BI01010001010000000000000515BI0100001127 sqm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
0_) 12mm thick plaster in Cement Mortar 1:4 mix. BI01010001010000000000000515BI0100001128 sqm _(* #,##0.00_);_(* \(#,##0.00\);_(* "-"??_);_(@_) Excess(+) Full Conversion INR
Total in Figures
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