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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹86.9 LAdmitted-Finance | ₹86.9 L | L1 | Admitted-Finance |
| 2 | L2₹94.6 LAdmitted-Finance | ₹94.6 L | L2 | Admitted-Finance |
| 3 | L3₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.1 CrAdmitted-Finance | ₹1.1 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.2 CrAdmitted-Finance | ₹1.2 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BHUPESHWAR SINGH JAMWAL L2 | Hargovind L3 | GHANDHARV SINGH L1 | BARKIT HUSSAIN L6 | M/S BODH RAJ SHARMA AND SONS L5 | RAHUL SAMOTRA GOVT CONTRACTOR L4 |
|---|---|---|---|---|---|---|---|---|---|
| 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. | 2,383.22 | m3 | 190 ₹4.5 L | 200 ₹4.8 L | 150 ₹3.6 L | 479 ₹11.4 L | 250 ₹6.0 L | 230 ₹5.5 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) | 549.24 | m3 | 2,700 ₹14.8 L | 3,000 ₹16.5 L | 3,000 ₹16.5 L | 4,826 ₹26.5 L | 3,800 ₹20.9 L | 3,600 ₹19.8 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 | 980.67 | m3 | 4,500 ₹44.1 L | 4,800 ₹47.1 L | 4,000 ₹39.2 L | 5,700 ₹55.9 L | 4,500 ₹44.1 L | 4,900 ₹48.1 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 | 420.28 | m3 | 300 ₹1.3 L | 200 ₹84,056 | 500 ₹2.1 L | 500 ₹2.1 L | 800 ₹3.4 L | 400 ₹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.) | 3,024.8 | m2 | 500 ₹15.1 L | 300 ₹9.1 L | 400 ₹12.1 L | 500 ₹15.1 L | 450 ₹13.6 L | 400 ₹12.1 L |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns. | 12,736 | m2 | 110 ₹14.0 L | 200 ₹25.5 L | 100 ₹12.7 L | 286 ₹36.4 L | 250 ₹31.8 L | 150 ₹19.1 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. | 445.76 | m3 | 170 ₹75,779.20 | 100 ₹44,576 | 150 ₹66,864 | 200 ₹89,152 | 90 ₹40,118.40 | 120 ₹53,491.20 |
Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
20 Feb 2026, 6:00 pmClosed
PO CAD Samba (HQ Jammu)
PO CAD Samba (HQ Jammu)
Remodeling/Reconstruction of Field Channels in Plum concrete on the Distributaries of Drung Canal CAD Project
2026_APD_301884_1
eNIT No 11 of 2025-26
Open Tender
Civil Works - Others
730 days
Mandli
Please refer Tender documents.
8 documents required · 8 mandatory
₹3,000
PO CAD Samba (HQ Jammu)
₹3.5 L
PO CAD Samba (HQ Jammu)
28 Mar 2026
31 Jan 2026
21 Feb 2026
31 Jan 2026
20 Feb 2026
31 Jan 2026
31 Jan 2026 - 18 Feb 2026
19 Feb 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: Project Officer, Command Area Development Samba HQ. Jammu
Name of Work:REMODELING/RECONSTRUCTION OF FIELD CHANNELS IN PLUM CONCRETE UNDER NABARD ON THE DISTRIBUTARIES OF DRUNG CANAL CAD PROJECT DISTRICT KATHUA ( TOTAL LENGTH OF FIELD CHANNEL: 7960 RMT)
Contract No: E Nit No. 11 of 2025-26,WORK NO.(1)
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. 0.999 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 0.999 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. 0.000 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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