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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹58.9 L+₹59,585.48 (1.02%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/S PS ENTERPRISE L1 | M/S D-ZANG ENTERPRISE L2 |
|---|---|---|---|---|---|
| 1.00(Sub-Head :- Welcome Gate) | |||||
| 2.00 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankment for road, flood banks, marginal banks and guide banks or filling up ground depressions lead upto 50 m and lift upto 1.50 m.
a) Ordinary rock | 236.25 | Sqm | 938.74 ₹2,21,777.33 Lowest | 948.32 ₹2,24,040.6 |
| 3.00 | roviding and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
a) Foundations and plinth | 19.5 | Cum | 7,577.85 ₹1,47,768.08 Lowest | 7,655.18 ₹1,49,276.01 |
| 4.00 | roviding and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in
a) Foundations and plinth | 25.65 | Cum | 8,414.27 ₹2,15,826.03 Lowest | 8,500.14 ₹2,18,028.59 |
| 5.00 | Filling availiable excavated earth ( excluding rock ) in trenches, plinth, sides of foundation etc…. By ramming and watering, lead upto 50 m and lift upto 1.5 m. | 81 | Cum | 158.96 ₹12,875.76 Lowest | 160.58 ₹13,006.98 |
| 6.00 | Providing and laying in position specified grade of reinforced concrete concrete excluding the cost of centring , Shuttering, finishing & reinforcement-All work upto plinth level-
a) 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)
Column footing | 18.51 | cum | 8,414.28 ₹1,55,748.32 Lowest | 8,500.14 ₹1,57,337.59 |
| 7.00 | Reinforcement cement concrete workin walls ( any thickness) Including attached pilaster, butresses, plinth and string courses, fillets, Columns, Pillars, Piers, abutments, Posts & Strus etc. upto floors five level Excluding cost of centering, shuttering ,
a) 1:1.5:3 ( 1 cement 1.5 course sand ; 3 graded stone aggragate 20. | 58.88 | Cum | 10,300.68 ₹6,06,504.04 Lowest | 10,405.79 ₹6,12,692.92 |
| 8.00 | Reinforced cement concrete work in beams Suspended floors, roof having slope upto 15o landings, balconies, shelves chajjeas, lintel, bands, plain windows sills, staircases and spiral staircases upto floor five level excluding the cost of centring and shut | 89.89 | Cum | 10,300 ₹9,25,867 Lowest | 10,405.79 ₹9,35,376.46 |
| 9.00 | centering and shuttering including sturitng, proping etc and removal of form work for:
a) Foundation, footing, bases of column etc. and mass concrete. | 41.64 | Sqm | 462.36 ₹19,252.67 Lowest | 467.08 ₹19,449.21 |
| 10.00 | b) Column, pillar, posts and struts etc. | 169.8 | Sqm | 801.15 ₹1,36,035.27 Lowest | 809.33 ₹1,37,424.23 |
Tender Value
Refer Docs
EMD Value
₹59,543
Closing Date
24 Sept 2026, 12:00 pmClosed
Executive Engineer
O/o the EE (UD), Deptt. of Urban Affairs, Tato Division, Tato
Construction of Welcome Gate at Pene Village, Shi-Yomi District
2026_APUDH_3692_1
EE/UD/TATO/PLG-08/2023-24/04
Open Tender
Civil Works
Item Rate
365 days
Tato
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
EE (UD) Tato
₹59,543
24 Sept 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
24 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | (Sub-Head :- Welcome Gate) | - | - | - | - |
| 2 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankment for road, flood banks, marginal banks and guide banks or filling up ground depressions lead upto 50 m and lift upto 1.50 m.
a) Ordinary rock | 236.25 | Sqm | - | - |
| 3 | roviding and laying cement concrete 1 : 2 : 4 (1 cement : 2 coarse sand : 4 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
a) Foundations and plinth | 19.5 | Cum | - | - |
| 4 | roviding and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in
a) Foundations and plinth | 25.65 | Cum | - | - |
| 5 | Filling availiable excavated earth ( excluding rock ) in trenches, plinth, sides of foundation etc…. By ramming and watering, lead upto 50 m and lift upto 1.5 m. | 81 | Cum | - | - |
| 6 | Providing and laying in position specified grade of reinforced concrete concrete excluding the cost of centring , Shuttering, finishing & reinforcement-All work upto plinth level-
a) 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)
Column footing | 18.51 | cum | - | - |
| 7 | Reinforcement cement concrete workin walls ( any thickness) Including attached pilaster, butresses, plinth and string courses, fillets, Columns, Pillars, Piers, abutments, Posts & Strus etc. upto floors five level Excluding cost of centering, shuttering ,
a) 1:1.5:3 ( 1 cement 1.5 course sand ; 3 graded stone aggragate 20. | 58.88 | Cum | - | - |
| 8 | Reinforced cement concrete work in beams Suspended floors, roof having slope upto 15o landings, balconies, shelves chajjeas, lintel, bands, plain windows sills, staircases and spiral staircases upto floor five level excluding the cost of centring and shut | 89.89 | Cum | - | - |
| 9 | centering and shuttering including sturitng, proping etc and removal of form work for:
a) Foundation, footing, bases of column etc. and mass concrete. | 41.64 | Sqm | - | - |
| 10 | b) Column, pillar, posts and struts etc. | 169.8 | Sqm | - | - |
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