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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.6 LAdmitted-Finance | ₹79.6 L | L1 | Admitted-Finance |
| 2 | L2₹92.9 LAdmitted-Finance | ₹92.9 L | L2 | Admitted-Finance |
| 3 | L3₹95.0 LAdmitted-Finance | ₹95.0 L | L3 | Admitted-Finance |
| 4 | L4₹99.9 LAdmitted-Finance | ₹99.9 L | L4 | Admitted-Finance |
| 5 | L5₹1.0 CrAdmitted-Finance | ₹1.0 Cr | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | BARWAL CONSTRUCTION OPC PRIVATE LIMITED L3 | J&Sons Construction Pvt Ltd L4 | LAKSHMAN SINGH L5 | JOGINDER SINGH L1 | GHULAM HUSSAIN L2 | UMESH SINGH L6 |
|---|---|---|---|---|---|---|---|---|---|
| 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. | 2,736.09 | m3 | 410 ₹11.2 L | 200 ₹5.5 L | 300 ₹8.2 L | 185 ₹5.1 L | 302 ₹8.3 L | 350 ₹9.6 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) | 481.96 | m3 | 1,600 ₹7.7 L | 4,100 ₹19.8 L | 4,600 ₹22.2 L | 3,000 ₹14.5 L | 3,850 ₹18.6 L | 3,500 ₹16.9 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 | 861.16 | m3 | 4,200 ₹36.2 L | 5,300 ₹45.6 L | 5,500 ₹47.4 L | 3,555 ₹30.6 L | 4,010 ₹34.5 L | 5,300 ₹45.6 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 | 369.07 | m3 | 850 ₹3.1 L | 700 ₹2.6 L | 900 ₹3.3 L | 300 ₹1.1 L | 858 ₹3.2 L | 1,000 ₹3.7 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.) | 2,654.28 | m2 | 410 ₹10.9 L | 450 ₹11.9 L | 410 ₹10.9 L | 415 ₹11.0 L | 401 ₹10.6 L | 550 ₹14.6 L |
| 6.00 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns. | 11,183.93 | m2 | 225 ₹25.2 L | 125 ₹14.0 L | 100 ₹11.2 L | 150 ₹16.8 L | 154 ₹17.2 L | 280 ₹31.3 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. | 349.25 | m3 | 200 ₹69,850 | 150 ₹52,387.50 | 200 ₹69,850 | 150 ₹52,387.50 | 140 ₹48,895 | 400 ₹1.4 L |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
24 Apr 2026, 2:00 pmClosed
POSWM CAD Jammu
POSWM CAD Jammu
Construction of Field Channels in Plum concrete on Bathoi Khul, Shikhari Khul, Tharal Khul and others Mahor Gulabgarh CAD Project
2026_APD_307682_1
eNIT No 02 of 2026-27
Open Tender
Civil Works - Others
540 days
Block Mahori
Please refer Tender documents
8 documents required · 8 mandatory
₹3,000
POSWM CAD Jammu
₹3.0 L
POSWM CAD Jammu
2 May 2026
10 Apr 2026
25 Apr 2026
10 Apr 2026
24 Apr 2026
10 Apr 2026
10 Apr 2026 - 22 Apr 2026
23 Apr 2026
Select, Excess (+), Less (-) Less (-)
Tender Inviting Authority: Project Officer, Soil & Water Management, Command Area Development, Jammu.
Name of Work: Construction Of Field Channels in Plum concrete Bathoi khul, Sikari khul, Tharar, Dubri khul in Block Mohar and Dewal Gulab Garh CAD Project
Contract No: E Nit No. 02 of 2026-27 dated 10.04.2026
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 % 225 mm boulders 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 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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