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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.3 LAdmitted-Fee/PreQual/Technical/Finance WARD NO 05 WARD NO2 BARA TOLA BIRSINGHPUR PALI DISTT UMARIA M P PIN 484551 | UMARIA | UMARIA | MADHYA PRADESH | 484551 | -52.99% | ₹6.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.3 L+₹1.9 L (30.8%)Admitted-Fee/PreQual/Technical/Finance BIJURI DISTRICT ANUPPUR M P | BIJURI | ANUPPUR | MADHYA PRADESH | -38.51% | ₹8.3 L+₹1.9 L (30.8%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.6 L+₹2.3 L (36.4%)Admitted-Fee/PreQual/Technical/Finance | -35.86% | ₹8.6 L+₹2.3 L (36.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹8.6 L+₹2.3 L (36.8%)Admitted-Fee/PreQual/Technical/Finance AT 246 NIRSA P O NIRSA DIST DHANBAD 828205 | DHANBAD | JHARKHAND | 828205 | -35.68% | ₹8.6 L+₹2.3 L (36.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹8.8 L+₹2.4 L (38.8%)Admitted-Fee/PreQual/Technical/Finance WARD NO 03 KRISHNA COLONY NOWROZABAD UMARIA M P 484555 | NOWROZABAD | UMARIA | MADHYA PRADESH | 484555 | -34.76% | ₹8.8 L+₹2.4 L (38.8%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹15.8 L
EMD Value
₹19,900
Closing Date
7 Aug 2026, 5:00 pmClosed
Staff Officer (Civil) Johilla Area
Office of the Staff officer (Civil) Johilla Area Nowrozabad Distt Umaria MP 484555
Providing barbed wire fencing around 40-well of Mine discharge water of Nowrozabad (west) Mine and strengthening of roof slab of 40-well under Nowrozabad Sub Area of Johilla Area.
2026_SECL_362590_1
SECL/JHL/S.O.(C)/ eNIT-07/26-27/421 dt. 27.07.2026
Open Tender
Civil Works - Others
Percentage
60 days
SECL Johilla Area
3 documents required · 3 mandatory
₹19,900
10 Aug 2026
27 Jul 2026
10 Aug 2026
27 Jul 2026
7 Aug 2026
28 Jul 2026
27 Jul 2026 - 1 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | - | cum | 226.75 | - |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement:1½coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 6,598.05 | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 6,231.1 | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | 5,320 | - |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | - | cum | 7,050.6 | - |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 8,445.15 | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. | - | sqm | 255.25 | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | 546.65 | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Hot rolled deformed bars | - | kg | 77.55 | - |
| 10 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | - | kg | 121.3 | - |
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