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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAdmitted-Finance | ₹11.5 L | L1 | Admitted-Finance |
| 2 | L2₹12.1 L+₹58,347.54 (5.08%)Admitted-Finance | ₹12.1 L+₹58,347.54 (5.08%) | L2 | Admitted-Finance |
| 3 | L3₹12.6 L+₹1.1 L (9.93%)Admitted-Finance | ₹12.6 L+₹1.1 L (9.93%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | JASMEET SINGH L1 | M/S NEW ERA CONSTRUCTION L3 | ANIL SAINI L2 |
|---|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF PACCA PLATFORM AT SUB DIVISION PLANT AT MIRAN SAHIB JAMMU. | ||||||
| 1.01 | Engage mechanical mean (hydra crane) for shifting of transformer from the site of work. | 24 | Hour | 700 ₹16,800 | 584 ₹14,016 Lowest | 1,600 ₹38,400 |
| 1.02 | Engage labour for jungle cutting,clearance of site and other allied works. (6 Labour for 2 days) | 12 | Nos | 300 ₹3,600 Lowest | 500 ₹6,000 | 610 ₹7,320 |
| 1.03 | 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 as directed: All kinds of soil : (Length=166 Cft x Breadth= 1.50 Cft x 1 Cft) | 14.1 | Cum | 150 ₹2,115 Lowest | 348 ₹4,906.8 | 160 ₹2,256 |
| 1.04 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 25.45 | Cum | 2,300 ₹58,535 Lowest | 2,987 ₹76,019.15 | 4,300 ₹1,09,435 |
| 1.05 | 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) | 16.45 | Cum | 5,500 ₹90,447.5 | 5,660 ₹93,078.7 | 5,200 ₹85,514 Lowest |
| 1.06 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 31.96 | Cum | 7,000 ₹2,23,720 | 8,511 ₹2,72,011.56 | 6,100 ₹1,94,956 Lowest |
| 1.07 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 3,036.2 | Kgs | 95 ₹2,88,439 Lowest | 98 ₹2,97,547.6 | 97 ₹2,94,511.4 |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns. | 54 | Sqm | 142 ₹7,668 | 100 ₹5,400 Lowest | 160 ₹8,640 |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide | 101 | Sqm | 90 ₹9,090 | 50 ₹5,050 Lowest | 250 ₹25,250 |
Tender Value
Refer Docs
EMD Value
₹36,000
Closing Date
15 May 2026, 2:00 pmClosed
Executive Engineer Electric Division-II JPDCL
Executive Engineer Electric Division-II JPDCL
Construction of pacca platform along with construction of single room of dimension 12x10 ft for scrap store at sub division plant at miran sahib jammu under the jurisdiction of Executive Engineer ED-II JPDCL Jammu
2026_PDD_309260_1
e NIT 16 of 2026-27
Open Tender
Civil Works
Turn-key
45 days
Jammu
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
Executive Engineer Electric Division-II JPDCL
₹36,000
Yes
11 Jun 2026
4 May 2026
16 May 2026
4 May 2026
15 May 2026
4 May 2026
4 May 2026 - 11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF PACCA PLATFORM AT SUB DIVISION PLANT AT MIRAN SAHIB JAMMU. | |||||
| 1.01 | Engage mechanical mean (hydra crane) for shifting of transformer from the site of work. | 24 | Hour | 2,500 | ₹60,000 |
| 1.02 | Engage labour for jungle cutting,clearance of site and other allied works. (6 Labour for 2 days) | 12 | Nos | 500 | ₹6,000 |
| 1.03 | 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 as directed: All kinds of soil : (Length=166 Cft x Breadth= 1.50 Cft x 1 Cft) | 14.1 | Cum | 479.3 | ₹6,758.13 |
| 1.04 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 25.45 | Cum | 5,202.9 | ₹1,32,413.81 |
| 1.05 | 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) | 16.45 | Cum | 5,733.6 | ₹94,289.05 |
| 1.06 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 31.96 | Cum | 7,788.4 | ₹2,48,917.26 |
| 1.07 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 3,036.2 | Kgs | 123.2 | ₹3,74,059.84 |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns. | 54 | Sqm | 286.35 | ₹15,462.9 |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide | 101 | Sqm | 262.2 | ₹26,482.2 |
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