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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-Finance | ₹1.0 Cr | L1 | Accepted-Finance BARKIT HUSSAIN is L1 |
| 2 | L2₹1.1 CrRejected-Finance | ₹1.1 Cr | L2 | Rejected-Finance only L1 accept |
| 3 | L3₹1.2 CrRejected-Finance | ₹1.2 Cr | L3 | Rejected-Finance only L1 accept |
| Sl No | Description | Qty | Unit | GHULAM HUSSAIN L2 | BARKIT HUSSAIN L1 | MOHD SHAFI L3 |
|---|---|---|---|---|---|---|
| 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. | 2,495.84 | m3 | 420.96 ₹10.5 L | 479 ₹12.0 L | 500 ₹12.5 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) | 441.99 | m3 | 4,150 ₹18.3 L | 3,800 ₹16.8 L | 4,500 ₹19.9 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 % 225 mm boulders | 789.79 | m3 | 5,160 ₹40.8 L | 4,000 ₹31.6 L | 7,000 ₹55.3 L |
| 4.00 | Dumping/ Hand Packing of stones (30%) in plum including the cost of Stone boulder (nallah) nominal size 225 mm in Horizontal on level | 338.48 | m3 | 844 ₹2.9 L | 350 ₹1.2 L | 500 ₹1.7 L |
| 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.) | 2,434.13 | m2 | 464 ₹11.3 L | 500 ₹12.2 L | 500 ₹12.2 L |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns. | 10,256.96 | m2 | 229.5 ₹23.5 L | 280 ₹28.7 L | 150 ₹15.4 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. | 345.9 | m3 | 205 ₹70,909.50 | 200 ₹69,180 | 400 ₹1.4 L |
Updated dates
Tender Value
₹1.4 Cr
EMD Value
₹2.7 L
Closing Date
25 Feb 2026, 2:00 pmClosed
POSWM, CAD Jammu
POSWM, CAD Jammu
Construction Of Field Channels in Plum concrete Shangri Khul, Thakri, Mohra Serindamong Khul, Khetar Walli Khul,and Khul Thanamandi and budhal CAD P
2026_APD_301641_1
eNIT No 13 of 2025-26
Open Tender
Civil Works - Others
540 days
Block Budhal
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,000
POSWM, CAD Jammu
₹2.7 L
POSWM CAD Jammu
14 May 2026
29 Jan 2026
26 Feb 2026
29 Jan 2026
25 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:CONSTRUCTION OF FIELD CHANNEL in Plum Concrete Shangri Khul,Thakri,Mohra,Serindamong Khul,Khetar walli Khul,Jaglanoo Serimong Khul,Rehan Mughal khul,Sera Wali Khul,Bela to Nanbal Khul,Badyal Khul,Brahman Mang Draj Khul,Harnote Draj Khul in Thanamandi & Budhal CAD Project District Rajouri Under Nabard RRD Sub-Division Jammu for the year 2026-27 & 2027-28 Total Length of Field Channel = 6405.60 RMT
Contract No: E Nit No. 13 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. 0.000 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) 0.000 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 % 225 mm boulders 0.999 m3 Excess(+) Full Conversion INR
4 Dumping/ Hand Packing of stones (30%) in plum including the cost of Stone boulder (nallah) nominal size 225 mm in Horizontal on level 0.000 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.) 0.000 m2 Excess(+) Full Conversion INR
6 Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns. 0.999 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. 0.999 m3 Excess(+) Full Conversion INR
Total in Figures
Quoted Rate in Figures Select
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