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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 LAdmitted-Finance | ₹29.6 L | L1 | Admitted-Finance |
| 2 | L2₹31.7 LAdmitted-Finance NIL | ₹31.7 L | L2 | Admitted-Finance |
| 3 | L3₹31.9 LAdmitted-Finance | ₹31.9 L | L3 | Admitted-Finance |
| 4 | L4₹32.2 LAdmitted-Finance B S ROAD KOLIBARI TEZPUR 784 001 DIST SONITPUR ASSAM | SONITPUR | ASSAM | 784001 | ₹32.2 L | L4 | Admitted-Finance |
| 5 | L5₹33.9 LAdmitted-Finance BAMPARBOTIA WARD P O P S TEZPUR DIST SONITPUR PIN 784001 | SONITPUR | ASSAM | 784001 | ₹33.9 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Anil Kumar Sarmah L4 | KIRTEE KAMAL TAMULI L3 | M/S KAUSHICK CONSTRUCTION L7 | M/S N S CONSTRUCTION L2 | M/S SAIKIA ENTERPRISE L5 | tun baruah L1 | Chinmay Traders L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing not exc. 150mm deep and getting out in Soft/Loose Soil, complete all as specified and as directed. | 691 | Sqm | 50 ₹34,550 | 50 ₹34,550 | 50 ₹34,550 | 50 ₹34,550 | 50 ₹34,550 | 30 ₹20,730 | 88 ₹60,808 |
| 2.00 | Excavation in trenches not exc. 1.5 Metre wide and not exc. 1.50 Metre in depth for foundation etc. or for shafts, wells, cess pits, manholes, pier holes etc. not exc. 10 Sqm on plan and not exc. 1.50 Metre in depth and getting out as in Soft/Loose Soil, complete all as specified and as directed. | 97.6 | Cum | 500 ₹48,800 | 550 ₹53,680 | 600 ₹58,560 | 450 ₹43,920 | 500 ₹48,800 | 450 ₹43,920 | 450 ₹43,920 |
| 3.00 | Returning, Filling in, including Spreading, Levelling, Watering and Well Ramming in Layers not exc. 25 Cm as in Soft/Loose Soil, complete all as specified and as directed. | 57.97 | Cum | 230 ₹13,333.10 | 350 ₹20,289.50 | 350 ₹20,289.50 | 230 ₹13,333.10 | 260 ₹15,072.20 | 200 ₹11,594 | 250 ₹14,492.50 |
| 4.00 | Sand Filling under floors/cushion or in foundations including watering and consolidation as directed by Engr -in-Chrage. | 5 | Cum | 1,050 ₹5,250 | 1,200 ₹6,000 | 1,500 ₹7,500 | 1,050 ₹5,250 | 1,100 ₹5,500 | 1,000 ₹5,000 | 1,400 ₹7,000 |
| 5.00 | Removing excavated Material (Soil) not exc. 50.00 Metre and depositing where directed at a level not exc. 1.50 Metre above the starting point, complete all as specified and as directed. | 39.63 | Cum | 500 ₹19,815 | 500 ₹19,815 | 650 ₹25,759.50 | 500 ₹19,815 | 550 ₹21,796.50 | 450 ₹17,833.50 | 400 ₹15,852 |
| 6.00 | M&L Plain Cement Concrete type C2 (1:3:6) using 40 mm graded aggregate) in Foundation, Filling and Mass Concrete, complete all as specified and as directed. | 25.5 | Cum | 8,000 ₹2.0 L | 8,000 ₹2.0 L | 8,800 ₹2.2 L | 8,200 ₹2.1 L | 7,800 ₹2.0 L | 7,500 ₹1.9 L | 8,000 ₹2.0 L |
| 7.00 | M&L for RCC 1:1.5:3 (20mm graded aggregate)as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, underremaed pliles and mass concrete complete all as specified and as directed. ( NOTE : Formwork and Reinforcement shall be Measured and Paid for separately under relevant Items. ) | 14.95 | Cum | 9,500 ₹1.4 L | 9,000 ₹1.3 L | 9,000 ₹1.3 L | 8,100 ₹1.2 L | 9,000 ₹1.3 L | 8,000 ₹1.2 L | 8,500 ₹1.3 L |
| 8.00 | M&L for RCC 1:1.5:3 using 20mm graded aggregate as columns pillars, piers posts,lintal beam,roof beam complete all as specified and as directed( NOTE : Formwork and Reinforcement shall be Measured and Paid for separately under relevant Items.) | 3 | Cum | 8,200 ₹24,600 | 9,000 ₹27,000 | 9,500 ₹28,500 | 8,200 ₹24,600 | 9,500 ₹28,500 | 8,000 ₹24,000 | 8,500 ₹25,500 |
| 9.00 | M&L for RCC 1:1.5:3 as in slabs supported on walls, beams and columns in floors, roofs landings, balconies, canopies, deck slabs and in shelves and similar works complete all as specified.(NOTE : Formwork and Reinforcement shall be Measured and Paid for separately under relevant Items.) | 1.57 | Cum | 9,500 ₹14,915 | 9,500 ₹14,915 | 9,500 ₹14,915 | 9,500 ₹14,915 | 9,500 ₹14,915 | 8,000 ₹12,560 | 8,500 ₹13,345 |
| 10.00 | M&L mild steel bars 10 mm dia and over cut to length, bent to shape required including cranking bending spirally for hoping for columns, hooking ends and binding with mild steel wire(annealed) not less than 0.9mm dia or securing with clip complete all as specified and as directed. | 250 | Kg | 130 ₹32,500 | 130 ₹32,500 | 180 ₹45,000 | 130 ₹32,500 | 180 ₹45,000 | 110 ₹27,500 | 150 ₹37,500 |
Tender Value
₹29.6 L
EMD Value
₹59,300
Closing Date
29 Apr 2026, 6:00 pmClosed
GE South Tezpur
GE South Tezpur Mission Chariali
PROVN OF WATER BODY AT VARIOUS LOCATION AT TEZPUR AREA UNDER GE (S) TEZPUR
2026_MES_759562_1
9105
Open Tender
Civil Works
180 days
GE South Tezpur
as per NIT
4 documents required · 4 mandatory
₹500
GE South Tezpur
₹59,300
Yes
16 May 2026
8 Apr 2026
4 May 2026
8 Apr 2026
29 Apr 2026
22 Apr 2026
8 Apr 2026 - 15 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Surface dressing not exc. 150mm deep and getting out in Soft/Loose Soil, complete all as specified and as directed. | - | Sqm | - | - | |
Excavation in trenches not exc. 1.5 Metre wide and not exc. 1.50 Metre in depth for foundation etc. or for shafts, wells, cess pits, manholes, pier holes etc. not exc. 10 Sqm on plan and not exc. 1.50 Metre in depth and getting out as in Soft/Loose Soil, complete all as specified and as directed. | - | Cum | - | - | |
Returning, Filling in, including Spreading, Levelling, Watering and Well Ramming in Layers not exc. 25 Cm as in Soft/Loose Soil, complete all as specified and as directed. | - | Cum | - | - | |
Sand Filling under floors/cushion or in foundations including watering and consolidation as directed by Engr -in-Chrage. | - | Cum | - | - | |
Removing excavated Material (Soil) not exc. 50.00 Metre and depositing where directed at a level not exc. 1.50 Metre above the starting point, complete all as specified and as directed. | - | Cum | - | - | |
M&L Plain Cement Concrete type C2 (1:3:6) using 40 mm graded aggregate) in Foundation, Filling and Mass Concrete, complete all as specified and as directed. | - | Cum | - | - | |
M&L for RCC 1:1.5:3 (20mm graded aggregate)as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, underremaed pliles and mass concrete complete all as specified and as directed. ( NOTE : Formwork and Reinforcement shall be Measured and Paid for separately under relevant Items. ) | - | Cum | - | - | |
M&L for RCC 1:1.5:3 using 20mm graded aggregate as columns pillars, piers posts,lintal beam,roof beam complete all as specified and as directed( NOTE : Formwork and Reinforcement shall be Measured and Paid for separately under relevant Items.) | - | Cum | - | - | |
M&L for RCC 1:1.5:3 as in slabs supported on walls, beams and columns in floors, roofs landings, balconies, canopies, deck slabs and in shelves and similar works complete all as specified.(NOTE : Formwork and Reinforcement shall be Measured and Paid for separately under relevant Items.) | - | Cum | - | - | |
M&L mild steel bars 10 mm dia and over cut to length, bent to shape required including cranking bending spirally for hoping for columns, hooking ends and binding with mild steel wire(annealed) not less than 0.9mm dia or securing with clip complete all as specified and as directed. | - | Kg | - | - |
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