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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 CrAdmitted-Finance | ₹6.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹6.8 Cr+₹10.5 L (1.56%)Admitted-Finance | ₹6.8 Cr+₹10.5 L (1.56%) | L2 | Admitted-Finance |
| 3 | L3₹6.9 Cr+₹16.3 L (2.43%)Admitted-Finance | ₹6.9 Cr+₹16.3 L (2.43%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Gaikhonlung Panmei L1 | Yumkham Subhaschandra Meetei L3 | Sophila Muinao L2 |
|---|---|---|---|---|---|---|
| 1.00(i) GROUND FLOOR | ||||||
| 2.00SH : EARTH WORK | ||||||
| 3.00 | 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. | 927.99 | m3 | 543 ₹5,03,898.57 Lowest | 556 ₹5,15,962.44 | 551 ₹5,11,322.49 |
| 4.00 | 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. | 365.29 | m3 | 228 ₹83,286.12 Lowest | 234 ₹85,477.86 | 232 ₹84,747.28 |
| 5.00 | Supplying and filling in plinth with sandy soil under floors i/c watering, ramming consolidating and dressing complete | 202.52 | m3 | 1,265 ₹2,56,187.8 Lowest | 1,295 ₹2,62,263.4 | 1,284 ₹2,60,035.68 |
| 6.00 | Providing and laying and compacting Granular Base/Sub base according to lines, graded and cross section by using naturally occurred sand gravel/conforming to IRC- Grade-II of MOST specification free from organic or other deterious constituent spread with mortar grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness) i/c rolling of the road surface to proper level and grade 30 cm width edging on both side etc. complete as directed by Engineer- in -charge. | 212.05 | m3 | 2,502 ₹5,30,549.1 Lowest | 2,562 ₹5,43,272.1 | 2,540 ₹5,38,607 |
| 7.00SH : CONCRETE WORKS | ||||||
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 kanhaighat coarse sand : 10 graded stone aggregate 40 mm nominal size) | 274.02 | m3 | 11,926 ₹32,67,962.52 Lowest | 12,214 ₹33,46,880.28 | 12,110 ₹33,18,382.2 |
| 9.00 | b)1:2:4 (1 cement : 2 kanhaighat coarse sand : 4 graded stone aggregate 20 mm nominal size) | 42 | m3 | 14,456 ₹6,07,152 Lowest | 14,806 ₹6,21,852 | 14,680 ₹6,16,560 |
| 10.00SH : R.C.C. WORKS | ||||||
Tender Value
₹6.6 Cr
EMD Value
₹13.2 L
Closing Date
30 Jul 2026, 1:00 pmClosed
Executive Engineer-IV
MPHC Office Complex
Construction of District Youth Skilling Entrepreneurship and Employment Centres at Churachandpur District, Manipur under Part-1 of Scheme for Special Assistance to State for Capital Investment FY 2022-2023
2026_MPHCL_3423_1
01(A)/EE-IV/MPHC/2026-27/CCP
Open Tender
Civil Works
Works
540 days
As per tender documents
As per tender documents
3 documents required · 3 mandatory
₹25,000
MPHC Ltd. (SD/PG)
₹13.2 L
4 Aug 2026
24 Jul 2026
30 Jul 2026
24 Jul 2026
30 Jul 2026
24 Jul 2026
24 Jul 2026 - 29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | (i) GROUND FLOOR | - | - | - | - |
| 2 | SH : EARTH WORK | - | - | - | - |
| 3 | 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. | 927.99 | m3 | 100 | ₹92,799 |
| 4 | 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. | 365.29 | m3 | 10 | ₹3,652.9 |
| 5 | Supplying and filling in plinth with sandy soil under floors i/c watering, ramming consolidating and dressing complete | 202.52 | m3 | 10 | ₹2,025.2 |
| 6 | Providing and laying and compacting Granular Base/Sub base according to lines, graded and cross section by using naturally occurred sand gravel/conforming to IRC- Grade-II of MOST specification free from organic or other deterious constituent spread with mortar grader and compacted by rolling with power roller of 8-10 capacity in layers not exceeding 150mm (spread thickness) i/c rolling of the road surface to proper level and grade 30 cm width edging on both side etc. complete as directed by Engineer- in -charge. | 212.05 | m3 | 10 | ₹2,120.5 |
| 7 | SH : CONCRETE WORKS | - | - | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 1:5:10 (1 cement : 5 kanhaighat coarse sand : 10 graded stone aggregate 40 mm nominal size) | 274.02 | m3 | 10 | ₹2,740.2 |
| 9 | b)1:2:4 (1 cement : 2 kanhaighat coarse sand : 4 graded stone aggregate 20 mm nominal size) | 42 | m3 | 10 | ₹420 |
| 10 | SH : R.C.C. WORKS | - | - | - | - |
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