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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAccepted-Finance | ₹4.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹5.0 LRejected-Finance | ₹5.0 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Bidder has not sub all Docus as per NIT |
| Sl No | Description | Qty | Unit | M/S YUMNAM PREMKUMAR SINGH L1 | M/S MD INAYAT HUSSAIN L2 |
|---|---|---|---|---|---|
| 1.00 | 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. | 12.1 | Cum | 450 ₹5,445 | 900 ₹10,890 |
| 2.00 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar | 1.88 | Cum | 40 ₹75.20 | 500 ₹940 |
| 3.00 | 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) | 1.85 | Cum | 8,800 ₹16,280 | 1,500 ₹2,775 |
| 4.00 | 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 derived from natural sources) | 4.45 | Cum | 14,000 ₹62,300 | 1,700 ₹7,565 |
| 5.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 5.8 | Cum | 250 ₹1,450 | 1,000 ₹5,800 |
| 6.00 | Reinforced cement concrete work in Columns 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) | 1.62 | Cum | 17,000 ₹27,540 | 900 ₹1,458 |
| 7.00 | Reinforced cement concrete work in beams, lintels, bands above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and 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). | 1.02 | Cum | 17,000 ₹17,340 | 2,000 ₹2,040 |
| 8.00 | FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 17.6 | Sqm | 300 ₹5,280 | 3,000 ₹52,800 |
| 9.00 | FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders | 27.6 | Sqm | 400 ₹11,040 | 3,000 ₹82,800 |
| 10.00 | FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for columns | 25.85 | Sqm | 400 ₹10,340 | 1,000 ₹25,850 |
Tender Value
₹5.0 L
EMD Value
₹9,990
Closing Date
16 Oct 2025, 11:00 amClosed
DIG AR
HQ 9 Sect AR Keithelmanbi, Manipur
Repair and maint of office compound wall of No 4 Wksp AR (S) floor area.
2025_ARMHA_879423_1
VIII.11011/9 Sect/Engr-MW/NIT/2025-26/20
Open Tender
Civil Works
180 days
No 4 Wksp AR (S), Keithelmanbi
Repair and maint of office compound wall of No 4 Wksp AR (S) floor area,
2 documents required · 2 mandatory
₹1,000
DIG AR
₹9,990
Yes
31 Dec 2025
27 Sept 2025
17 Oct 2025
29 Sept 2025
16 Oct 2025
29 Sept 2025
29 Sept 2025 - 16 Oct 2025
Amount
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.
Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar
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)
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 derived from natural sources)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
Reinforced cement concrete work in Columns 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)
Reinforced cement concrete work in beams, lintels, bands above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and 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).
FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders
FORM WORK: Centering and shuttering including strutting, propping etc. and removal of form for columns
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more.
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand)
Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
M/S MD INAYAT HUSSAIN (BID ID -3299345)
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