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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹25.4 L+₹25,683.30 (1.02%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M/S PS ENTERPRISE L2 | M/S D-ZANG ENTERPRISE L1 |
|---|---|---|---|---|---|
| 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 | 112.5 | Cum | 948.32 ₹1,06,686 | 938.74 ₹1,05,608.25 Lowest |
| 3.00 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : | 8.12 | Cum | 6,486.18 ₹52,667.78 | 6,420.67 ₹52,135.84 Lowest |
| 4.00 | Providing 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 | 8.12 | Cum | 7,655.18 ₹62,160.06 | 7,577.85 ₹61,532.14 Lowest |
| 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. | 44.25 | Cum | 167.51 ₹7,412.32 | 165.82 ₹7,337.54 Lowest |
| 6.00 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
a) 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size) | 6.97 | Cum | 8,760.41 ₹61,060.06 | 8,671.92 ₹60,443.28 Lowest |
| 7.00 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
a) 1:1.5:3 ( 1 cement 1.5 course sand ; 3 graded stone aggragate 20. | 12 | Cum | 10,405.79 ₹1,24,869.48 | 10,300.68 ₹1,23,608.16 Lowest |
| 8.00 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement | 23.09 | Cum | 10,275.9 ₹2,37,270.53 | 10,172.11 ₹2,34,874.02 Lowest |
| 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. | 24.84 | Sqm | 467.08 ₹11,602.27 | 462.36 ₹11,485.02 Lowest |
| 10.00 | b) Column, pillar, posts and struts etc. | 44 | Sqm | 809.33 ₹35,610.52 | 801.15 ₹35,250.6 Lowest |
Tender Value
Refer Docs
EMD Value
₹25,680
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 Thargelling Village, Shi-Yomi District
2026_APUDH_3694_1
EE/UD/TATO/PLG-08/2023-24/06
Open Tender
Civil Works
Item Rate
365 days
Tato
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
EE (UD) Tato
₹25,680
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 | 112.5 | Cum | - | - |
| 3 | Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in : | 8.12 | Cum | - | - |
| 4 | Providing 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 | 8.12 | 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. | 44.25 | Cum | - | - |
| 6 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
a) 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size) | 6.97 | Cum | - | - |
| 7 | Reinforcement cement concrete work in columns, pillars, piers, abutments, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but exluding cost of centring, shuttering and reinforcement.
a) 1:1.5:3 ( 1 cement 1.5 course sand ; 3 graded stone aggragate 20. | 12 | Cum | - | - |
| 8 | Reinforced cement concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1 : 3 (1 cement : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement | 23.09 | 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. | 24.84 | Sqm | - | - |
| 10 | b) Column, pillar, posts and struts etc. | 44 | Sqm | - | - |
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