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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.7 LAccepted-Finance | ₹58.7 L | L1 | Accepted-Finance only L1 accept |
| 2 | L2₹64.1 LRejected-Finance | ₹64.1 L | L2 | Rejected-Finance only L1 accept |
| 3 | L3₹66.1 LRejected-Finance | ₹66.1 L | L3 | Rejected-Finance only L1 accept |
| 4 | L4₹66.2 LRejected-Finance | ₹66.2 L | L4 | Rejected-Finance only L1 accept |
| 5 | L5₹68.6 LRejected-Finance | ₹68.6 L | L5 | Rejected-Finance only L1 accept |
| Sl No | Description | Qty | Unit | M/S MOHAMMAD AFZAL L5 | Vinod Bharti L4 | SUNIL KUMAR KHAJURIA L6 | Anju Sharma L2 | ROHIT SHARMA L3 | M/s Ashok Kumar and Sons L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 1 mtr from cutting edge. | 1,446.8 | m3 | 550 ₹8.0 L | 200 ₹2.9 L | 230 ₹3.3 L | 200 ₹2.9 L | 500 ₹7.2 L | 150 ₹2.2 L |
| 2.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 313.53 | m3 | 700 ₹2.2 L | 3,500 ₹11.0 L | 4,800 ₹15.0 L | 4,000 ₹12.5 L | 3,700 ₹11.6 L | 1,300 ₹4.1 L |
| 3.00 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 30 % boulders. | 559.82 | m3 | 6,200 ₹34.7 L | 5,000 ₹28.0 L | 5,800 ₹32.5 L | 5,000 ₹28.0 L | 3,500 ₹19.6 L | 3,000 ₹16.8 L |
| 4.00 | Dumping/ Hand Packing of stones (30%) in plum including the cost of Stone boulder (nallah) in Horizontal on level | 239.92 | m3 | 800 ₹1.9 L | 1,800 ₹4.3 L | 1,400 ₹3.4 L | 1,000 ₹2.4 L | 250 ₹59,980 | 50 ₹11,996 |
| 5.00 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.( 40mm thick with 20 mm nominal size stone aggregate.) | 1,726.72 | m2 | 800 ₹13.8 L | 300 ₹5.2 L | 554 ₹9.6 L | 200 ₹3.5 L | 560 ₹9.7 L | 1,410 ₹24.3 L |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns. | 7,270.4 | m2 | 100 ₹7.3 L | 200 ₹14.5 L | 75 ₹5.5 L | 200 ₹14.5 L | 230 ₹16.7 L | 150 ₹10.9 L |
| 7.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 254.46 | m3 | 300 ₹76,338 | 100 ₹25,446 | 139.76 ₹35,563.33 | 100 ₹25,446 | 250 ₹63,615 | 100 ₹25,446 |
Tender Value
₹99.4 L
EMD Value
₹2.0 L
Closing Date
18 Feb 2026, 6:00 pmClosed
Project Project Officer, CAD Jammu
Project Project Officer, CAD Jammu
Tapping of Perennial Natural Water Sources at Blok Kharah Bali for Irrigation CAD Project Under NABARD.
2026_APD_301638_1
eNIT No 19 of 2025-26
Open Tender
Civil Works - Others
540 days
Block Kharah Bali
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,500
Project Officer SWM, CAD Jammu
₹2.0 L
POSWM CAD Jammu
14 May 2026
29 Jan 2026
19 Feb 2026
29 Jan 2026
18 Feb 2026
29 Jan 2026
29 Jan 2026 - 16 Feb 2026
17 Feb 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: Project Officer, Soil & Water Management, Command Area Development, Jammu
Name of Work: TAPPING OF PERENIAL WATER SOURCES AT BLOCK KHARA BALI FOR IRRIGATION OF CAD PROJECT at Villages Panya , Bhoom Kollian, Dagari , Palail ,Jamari and Bharore . District Jammu Sub-Division CAD Sarore under NABARD for the year 2026-27 & 27-28 . Total Length of Field Channel = 4544 Rmt
Contract No:- eNIT No 19 of 2025-26.
Name of the Bidder/ Bidding Firm / Company :
Sl. No. 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 (Per day) 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
1 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 1 mtr from cutting edge. m3 Excess(+) Full Conversion INR
2 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) m3 Excess(+) Full Conversion INR
3 Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 30 % boulders. m3 Excess(+) Full Conversion INR
4 Dumping/ Hand Packing of stones (30%) in plum including the cost of Stone boulder (nallah) in Horizontal on level m3 Excess(+) Full Conversion INR
5 Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.( 40mm thick with 20 mm nominal size stone aggregate.) m2 Excess(+) Full Conversion INR
6 Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns. m2 Excess(+) Full Conversion INR
7 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. m3 Excess(+) Full Conversion INR
Total in Figures
Quoted Rate in Figures Select
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