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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹59.8 LAccepted-AOC WARD NO 18 NEAR NOORI MASJID DHANPURI DISTT SHAHDOL MP PIN 484114 | DHANPURI | SHAHDOL | MADHYA PRADESH | 484114 | ₹59.8 L | L-1 | Accepted-AOC SHAKIL KHAN IS L-1 BIDDER |
| 2 | L-2₹64.4 L+₹4.6 L (7.69%)Rejected-Finance | ₹64.4 L+₹4.6 L (7.69%) | L-2 | Rejected-Finance SHAKIL KHAN IS L-1 BIDDER |
| 3 | L-3₹65.7 L+₹5.8 L (9.75%)Rejected-Finance AT BONGA ITKHORI CHATRA | CHATRA | JHARKHAND | 825103 | ₹65.7 L+₹5.8 L (9.75%) | L-3 | Rejected-Finance SHAKIL KHAN IS L-1 BIDDER |
| 4 | L-4₹67.6 L+₹7.7 L (12.9%)Rejected-Finance A 49 10 VINDHYA COLONY PINOURA DISTRICT UMARIA MADHYA PRADESH 484555 | UMARIA | MADHYA PRADESH | 484555 | ₹67.6 L+₹7.7 L (12.9%) | L-4 | Rejected-Finance SHAKIL KHAN IS L-1 BIDDER |
Tender Value
₹92.2 L
EMD Value
₹1.2 L
Closing Date
3 Feb 2026, 5:00 pmClosed
Staff Officer (Civil)
Office of the Staff Officer (Civil) Johilla Area Nowrozabad Distt Umaria MP 484555
Day to Day upkeeping and Maintenance of Transit House, Guest House, Club, Community Building, Dispensary Pali Project and Filter Plant at Pali Sub Area Under Johila Area (For 2 Years Maintenance).
2026_SECL_351412_1
SECL/JHL/S.O.(C)/ eNIT-55/25-26/834 dt. 17.01.2026
Open Tender
Civil Works - Others
Percentage
730 days
SECL Johilla Area
5 documents required · 5 mandatory
₹1.2 L
28 Mar 2026
17 Jan 2026
5 Feb 2026
17 Jan 2026
3 Feb 2026
18 Jan 2026
17 Jan 2026 - 28 Jan 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 | Carriage of Materials By Mechanical Transport including loading,unloading and stacking Lime, moorum, building rubbish Lead - 5 km | - | cum | 178.77 | - |
| 2 | Carriage of Materials By Mechanical Transport including loading,unloading and stacking Earth Lead - 5 km | 1 | cum | 223.46 | ₹223.24 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | 1 | cum | 160.8 | ₹160.64 |
| 4 | 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 | 194.04 | - |
| 5 | Extra rates for quantities of works, executed: In or under water and/or liquid mud, including pumping out water as required | 1 | metre depth | 32.16 | ₹32.13 |
| 6 | Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | - | sqm | 20.5 | - |
| 7 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | 5.4 | - |
| 8 | 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 | 6,124.15 | - |
| 9 | 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 | 5,222.05 | - |
| 10 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | 7,939.65 | - |
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