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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 CrAccepted-Finance | ₹5.2 Cr | L1 | Accepted-Finance At par |
| 2 | L2₹6.0 Cr+₹84.8 L (16.5%)Rejected-Finance | ₹6.0 Cr+₹84.8 L (16.5%) | L2 | Rejected-Finance Above at par |
| Sl No | Description | Qty | Unit | Urban Infraprojects Private Limited L1 | SLT INFRACON PRIVATE LIMITED L2 |
|---|---|---|---|---|---|
| 1.00Earthwork in excavation by manual means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils | |||||
| 1.01 | a) All kinds of soil (ordinary soil/ hard soil/ dense soil. | 2,160 | Cum | 4,25,520 ₹4,25,520 Lowest | 4,86,000 ₹4,86,000 |
| 1.02 | In hard rock Blasting prohibited | 2,067 | Cum | 22,11,690 ₹22,11,690 Lowest | 25,83,750 ₹25,83,750 |
| 1.03 | Add cost of dewatering @ 5% from Sl 1.01& 1.02 | 1 | Percent | 5,03,066.04 ₹5,03,066.04 Lowest | 8,00,000 ₹8,00,000 |
| 2.00 | Providing and laying cement concrete in retaining walls etc and all works above plinth level such as pilasters, columns, pillars, posts, struts, buttresses, parapets, coping, plain window sills, fillets, sunken floor etc, up to first floor level, excluding the cost of centering, shuttering and finishing.
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) | 121.6 | Cum | 9,04,704 ₹9,04,704 | 8,75,520 ₹8,75,520 Lowest |
| 3.00 | Add cost of dewatering @ 5% from Sl. 2 | 1 | Percent | 5,03,067.04 ₹5,03,067.04 Lowest | 8,00,000 ₹8,00,000 |
| 4.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor level, excluding cost of centering, shuttering, finishing and reinforcement: M20 or 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 1,833.12 | Cum | 1,83,12,868.8 ₹1,83,12,868.8 Lowest | 2,19,97,440 ₹2,19,97,440 |
| 5.00 | Add cost of dewatering @ 5% from SL 4 | 1 | Percent | 5,03,066.04 ₹5,03,066.04 Lowest | 8,00,000 ₹8,00,000 |
| 6.00 | Shuttering/Formwork
Centering and shuttering including strutting, propping etc. and removal of form for all heights complete and as directed by Engineer in charge.
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel) | 3,711.46 | Sqm | 25,60,907.4 ₹25,60,907.4 Lowest | 29,69,168 ₹29,69,168 |
| 7.00 | Add cost of dewatering @ 5% from Sl. 6 | 1 | Percent | 5,03,066.04 ₹5,03,066.04 Lowest | 8,00,000 ₹8,00,000 |
Tender Value
Refer Docs
EMD Value
₹5.2 L
Closing Date
6 Jul 2026, 2:00 pmClosed
Chief Engineer, PHE, Meghalaya
O/o Chief Engineer, PHE, Meghalaya, Shillong
Civil Works
2026_PHED_2006_1
CE/PHE/TB-126/2018-19/146
Open Tender
Civil Works
Turn-key
150 days
Mawphlang
Please refers Tender Document
4 documents required · 4 mandatory
₹2,000
Payable To Chief Engineer,PHE, Meghalaya, Shillong
₹5.2 L
4 Aug 2026
2 Jun 2026
6 Jul 2026
2 Jun 2026
6 Jul 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork in excavation by manual means up to a depth of 2m below the existing ground level for foundation trenches of foundations, footings of column/ walls, retaining walls, septic tank etc. including bailing out water where necessary and removal of surplus earth with all lead and lifts as directed and specified for the following classification of soils | |||||
| 1.01 | a) All kinds of soil (ordinary soil/ hard soil/ dense soil. | 2,160 | Cum | - | - |
| 1.02 | In hard rock Blasting prohibited | 2,067 | Cum | - | - |
| 1.03 | Add cost of dewatering @ 5% from Sl 1.01& 1.02 | 1 | Percent | - | - |
| 2 | Providing and laying cement concrete in retaining walls etc and all works above plinth level such as pilasters, columns, pillars, posts, struts, buttresses, parapets, coping, plain window sills, fillets, sunken floor etc, up to first floor level, excluding the cost of centering, shuttering and finishing.
1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) | 121.6 | Cum | - | - |
| 3 | Add cost of dewatering @ 5% from Sl. 2 | 1 | Percent | - | - |
| 4 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, fillets, columns, pillars, posts and struts etc. above plinth level up to first floor level, excluding cost of centering, shuttering, finishing and reinforcement: M20 or 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 1,833.12 | Cum | - | - |
| 5 | Add cost of dewatering @ 5% from SL 4 | 1 | Percent | - | - |
| 6 | Shuttering/Formwork
Centering and shuttering including strutting, propping etc. and removal of form for all heights complete and as directed by Engineer in charge.
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc (using steel) | 3,711.46 | Sqm | - | - |
| 7 | Add cost of dewatering @ 5% from Sl. 6 | 1 | Percent | - | - |
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