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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.6 LAccepted-AOC | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹12.6 L+₹18,216.69 (1.47%)Rejected-Finance AT PO BANDHABAHAL DIST JHARSUGUDA PIN 768211 | BANDHABAHAL | JHARSUGUDA | ODISHA | 768211 | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹12.8 L+₹38,684.88 (3.12%)Rejected-Finance VILL KAZIYAPUR POST SURATGANJ TAHSHEEL RAMNAGAR KAZIYAPUR NEAR JHEEL LUCKNOW UTTAR PRADESH 227115 UDYAM UP 14 0003184 | 227115 | L-3 | Rejected-Finance L-3 | |
| 4 | L-4₹14.5 L+₹2.1 L (16.8%)Rejected-Finance | L-4 | Rejected-Finance L-4 |
Tender Value
₹24.1 L
EMD Value
₹30,200
Closing Date
4 Sept 2026, 5:00 pmClosed
OFFICE OF STAFF OFFICER CIVIL MCL LAKHANPUR AREA
GM OFFICE MCL LAKHANPUR AREA
Providing of View Point at Silo Phase-I under ILBL OCP of Lakhanpur Area
2026_MCL_364225_1
MCL/GM/LKPA/SOC/e-Tender /26-27/45 DT25.08.26
Open Tender
Civil Works - Others
Percentage
90 days
GM OFFICE MCL LAKHANPUR AREA
As per NIT
3 documents required · 3 mandatory
₹30,200
12 Oct 2026
25 Aug 2026
7 Sept 2026
25 Aug 2026
4 Sept 2026
25 Aug 2026
25 Aug 2026 - 28 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 |
|---|---|---|---|---|---|
| 1WITH ITC AVAILABILITY | |||||
| 0.999 | 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 | 320 | sqm | 19.9 | ₹6,368 |
| 0.000 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqmon plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (blasting prohibited) | 42 | cum | 899.45 | ₹37,776.9 |
| 0.999 | 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 3 | cum | 217 | ₹651 |
| 0.000 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 8 | cum | 910.15 | ₹7,281.2 |
| 0.999 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40
mm nominal size derived from natural sources) cum | 8 | Cum | 5,219.9 | ₹41,759.2 |
| 0.000 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20
mm nominal size derived from natural sources) | 8 | cum | 6,048.05 | ₹48,384.4 |
| 0.999 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 280 | sqm | 851.7 | ₹2,38,476 |
| 0.000 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing 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 derived from natural sources). | 17 | cum | 7,009.05 | ₹1,19,153.85 |
| 0.999 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, 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) | 35 | cum | 8,090.3 | ₹2,83,160.5 |
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