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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance ANADANAGAR AGARTALA WEST TRIPURA | AGARTALA | WEST TRIPURA | TRIPURA | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 CrAdmitted-Finance NATUN BAZAR PO NATUN BAZAR JATANBARI GOMATI DISTRICT TRIPURA | GOMATI | TRIPURA | ₹1.7 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.8 CrAdmitted-Finance LAST GATE WARD NO 26 HOUSE NO 0 CITY GUWAHATI P O DISPUR P S DISPUR DISTRICT KAMRUP METRO PIN 781006 | KAMRUP METRO | ASSAM | 781006 | ₹1.8 Cr | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non- Responsive |
| Sl No | Description | Qty | Unit | TAPAN CHAKRABORTY L2 | DIPANKAR DEY L1 | M/s Mahi Construction L3 |
|---|---|---|---|---|---|---|
| 1.00 | Sub Head Earth Work
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 | 1,651.11 | Cum | 25 ₹41,277.75 Lowest | 161 ₹2,65,828.71 | 218.63 ₹3,60,982.18 |
| 2.00 | 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.
-All kinds of soil | 1,090.74 | Cum | 850 ₹9,27,129 | 658 ₹7,17,706.92 | 152.27 ₹1,66,086.98 Lowest |
| 3.00 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. | 31.6 | Cum | 1,200 ₹37,920 | 836 ₹26,417.6 Lowest | 1,111.37 ₹35,119.29 |
| 4.00 | Sub Head Concrete Work
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -
-All work upto plinth level:
1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate
20 mm nominal size) | 33.75 | Cum | 6,000 ₹2,02,500 Lowest | 10,000 ₹3,37,500 | 10,123.83 ₹3,41,679.26 |
| 5.00 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical
specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement)
E. RCC Grade M 25
Case - I : Using Concrete Mixer | 239.1 | Cum | 9,500 ₹22,71,450 Lowest | 12,000 ₹28,69,200 | 11,344.24 ₹27,12,407.78 |
| 6.00 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications Clauses 1600. | 22.74 | Ton | 82,000 ₹18,64,680 Lowest | 91,483 ₹20,80,323.42 | 86,360.14 ₹19,63,829.58 |
| 7.00 | Plain/ Reinforced cement concrete in superstructure
including all formworks required as per drawings &
MoRT&H technical specifications Clauses 1500, 1700,
2100. (including centering, shuttering, staging etc. but
excluding reinforcement)
B. RCC Grade M 25
Case - I : Using Concrete Mixer
i) For solid slab superstructure
a. Height upto 5 m | 339.77 | Cum | 9,500 ₹32,27,815 Lowest | 12,500 ₹42,47,125 | 12,330.53 ₹41,89,544.18 |
| 8.00 | Supplying, fitting & placing Thermo-Mechanically treated
bar/ Cold twisted deformed stee bar reinforcement in
superstructure complete as per drawings & MoRT&H
technical specification Clauses 1600. | 37.61 | Ton | 82,000 ₹30,84,020 Lowest | 91,483 ₹34,40,675.63 | 88,013.75 ₹33,10,197.14 |
| 9.00 | Sub-Head Brick Work
First class brick work in foundation and plinth including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand ). | 46.32 | Cum | 8,000 ₹3,70,560 Lowest | 9,889 ₹4,58,058.48 | 9,293.87 ₹4,30,492.06 |
| 10.00 | Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-
In cement mortar 1:4 ( 1 cement : 4 fine sand ). | 15.96 | Sqmt | 1,350 ₹21,546 Lowest | 9,225 ₹1,47,231 | 1,447.62 ₹23,104.02 |
Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
6 Apr 2026, 3:00 pmClosed
THE EE TUDA 4TH FLOOR UD BHAVAN
O/O THE EE TUDA 4TH FLOOR UD BHAVAN
Construction of Dashami Ghat including protection wall etc at Ambassa Ward no 7 under the scheme for Special Assistant to States for Capital Investment 2024 25
2025_TUDA_68047_2
66_CE_CP_EE_TUDA_2025_26
Open Tender
Civil Works
Item Rate
300 days
AMBASSA
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,000
₹3.9 L
O/O THE EE TUDA 4TH FLOOR UD BHAVAN
16 Jul 2026
26 Mar 2026
6 Apr 2026
26 Mar 2026
6 Apr 2026
31 Mar 2026
26 Mar 2026 - 31 Mar 2026
31 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sub Head Earth Work 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 | |||||
| 2Filling 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. -All kinds of soil | |||||
| 3Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. | |||||
| 4Sub Head Concrete Work Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size) | |||||
| 5Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement) E. RCC Grade M 25 Case - I : Using Concrete Mixer | |||||
| 6Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications Clauses 1600. | |||||
| 7Plain/ Reinforced cement concrete in superstructure including all formworks required as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement) B. RCC Grade M 25 Case - I : Using Concrete Mixer i) For solid slab superstructure a. Height upto 5 m | |||||
| 8Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed stee bar reinforcement in superstructure complete as per drawings & MoRT&H technical specification Clauses 1600. | |||||
| 9Sub-Head Brick Work First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). | |||||
| 10Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- In cement mortar 1:4 ( 1 cement : 4 fine sand ). | |||||
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