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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹8.3 CrAccepted-AOC 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 | ₹8.3 Cr | L-1 | Accepted-AOC L-1 Bidder |
| 2 | Rejected-Technical KACHARGHAT KAILASHAHAR UNAKOTI TRIPURA | UNAKOTI | TRIPURA | 799277 | - | - | Rejected-Technical NON-RESPONSIVE |
| Sl No | Description | Qty | Unit | M/s Mahi Construction L1 |
|---|---|---|---|---|
| 1.00SH :- PILE WORK | ||||
| 2.00 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct Mud Circulation (DMC) or Bailer and Chisel Technique by Tripod and Mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads. (Length of pile for payment shall be measured upto bottom of pile cap). Note: Truck Mounted rotary / TMR / Tubewell Boring Machine shall not be used.
450 mm dia piles. | 3,438 | mtr | 2,585.54 ₹88,89,086.52 Lowest |
| 3.00 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge:-
Single pile upto 50 tonne safe capacity
15.7.1.1 Initial test (Test Load 2.5 times the safe Capacity). | 2 | Test | 55,504.98 ₹1,11,009.96 Lowest |
| 4.00 | Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile as per specification & the direction of Engineer incharge :-
> Upto 50 tonne capacity pile. | 2 | No | 19,878.18 ₹39,756.36 Lowest |
| 5.00SH :- EARTH WORKS | ||||
| 6.00 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.
-All kinds of soil | 1,355.04 | Sqm | 17.81 ₹24,133.26 Lowest |
| 7.00 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material.
Above 240 cm girth | 10 | Nos | 11,622.12 ₹1,16,221.2 Lowest |
| 8.00 | 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 | 346.35 | Cum | 227.89 ₹78,929.7 Lowest |
| 9.00 | 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 | 230.89 | Cum | 158.72 ₹36,646.86 Lowest |
| 10.00 | 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. | 1,028.41 | Cum | 1,158.46 ₹11,91,371.85 Lowest |
Tender Value
₹8.4 Cr
EMD Value
₹16.8 L
Closing Date
12 Jan 2026, 3:00 pmClosed
THE EE TUDA
THE EE TUDA 4TH FLOOR UDD BHAWAN
Construction of G_1 R.C.C. Building of Market Hub for Paiturbazar under Part XIII Urban Planning Reforms of the Scheme for Special Assistance to State for Capital Investment SASCI 2024_25 in Kailashahar Tripura Unakoti 2nd Call
2025_TUDA_68542_1
56_CE_CP_EE_TUDA_2025_26
Open Tender
Civil Works
Item Rate
730 days
Kailashahar
Please Refer Tender Documents
8 documents required · 8 mandatory
₹10,000
₹16.8 L
O/O THE EE TUDA 4TH FLOOR UDD BHAWAN
7 Aug 2026
22 Dec 2025
12 Jan 2026
22 Dec 2025
12 Jan 2026
5 Jan 2026
22 Dec 2025 - 3 Jan 2026
3 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SH :- PILE WORK | - | - | - | - |
| - | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct Mud Circulation (DMC) or Bailer and Chisel Technique by Tripod and Mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads. (Length of pile for payment shall be measured upto bottom of pile cap). Note: Truck Mounted rotary / TMR / Tubewell Boring Machine shall not be used.
450 mm dia piles. | 3,438 | mtr | - | - |
| - | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer incharge:-
Single pile upto 50 tonne safe capacity
15.7.1.1 Initial test (Test Load 2.5 times the safe Capacity). | 2 | Test | - | - |
| - | Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile as per specification & the direction of Engineer incharge :-
> Upto 50 tonne capacity pile. | 2 | No | - | - |
| - | SH :- EARTH WORKS | - | - | - | - |
| - | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m.
-All kinds of soil | 1,355.04 | Sqm | - | - |
| - | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material.
Above 240 cm girth | 10 | Nos | - | - |
| - | 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 | 346.35 | Cum | - | - |
| - | 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 | 230.89 | Cum | - | - |
| - | 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. | 1,028.41 | Cum | - | - |
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