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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.3 LAccepted-AOC COLLEGE ROAD CHABUA PO CHABUA DIST DIBRUGARH ASSAM 786184 | DIBRUGARH | ASSAM | 786184 | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹33.6 L+₹2.0 L (6.25%)Rejected-Finance LOONPURIA GAON AT ROAD PANITOLA PO PANITOLA 786183 DIST TINSUKIA ASSAM | TINSUKIA | ASSAM | 786183 | L2 | Rejected-Finance Rejected being L2 | |
| 3 | L3₹34.1 L+₹2.5 L (7.79%)Rejected-Finance A T ROAD CHABUA NEAR ST LUKAS HOSPITAL PO CHABUA DIST DIBRUGARH ASSAM 786 184 | CHABUA | DIBRUGARH | ASSAM | 786184 | L3 | Rejected-Finance Rejected being L3 | |
| 4 | L4₹35.2 L+₹3.6 L (11.5%)Rejected-Finance K P ROAD P O DOOM DOOMA DIST TINSUKIA PIN 786151 ASSAM | DOOM DOOMA | TINSUKIA | ASSAM | 786151 | L4 | Rejected-Finance Rejected being L4 | |
| 5 | L5₹35.4 L+₹3.8 L (12.2%)Rejected-Finance 01 CHANGSARI KAMRUP ASSAM 781101 | KAMRUP | ASSAM | 781101 | L5 | Rejected-Finance Rejected being L5 |
| Sl No | Description | Qty | Unit | M/s PRABIR ENTERPRISE L1 | M/S A K BROTHERS L2 | M/s Sashi Enterprise L3 | M/s Pramillabh Construction L8 | Biren Sarmah L7 | M/s Assam Construction L4 | MAA COMMUNICATION L6 | M/S A K ENTERPRISE L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting out in soft/loose soil complete all as required and directed. | 187.45 | Cum | 320 ₹59,983.58 Lowest | 392 ₹73,479.89 | 380 ₹71,230.51 | 349 ₹65,419.6 | 425 ₹79,665.7 | 326 ₹61,108.28 | 381 ₹71,417.95 | 329 ₹61,670.62 |
| 2.00 | Excavation in trenches exc 1.50m but n exc 3.00m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. | 23.16 | Cum | 450 ₹10,422 | 545 ₹12,622.2 | 450 ₹10,422 | 560 ₹12,969.6 | 505 ₹11,695.8 | 460 ₹10,653.6 | 400 ₹9,264 Lowest | 457 ₹10,584.12 |
| 3.00 | M&L for PCC (1:4:8) type D2, using 40 mm graded crushed stone stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 13.09 | Cum | 9,000 ₹1,17,768.6 | 8,645 ₹1,13,123.28 Lowest | 11,354 ₹1,48,571.63 | 10,640 ₹1,39,228.66 | 11,220 ₹1,46,818.19 | 10,397 ₹1,36,048.9 | 10,260 ₹1,34,256.2 | 10,200 ₹1,33,471.08 |
| 4.00 | Returning filling in including spreading, levelling, watering and well ramming in layer not exc 25 cm in soft/loose soil. | 52.67 | Cum | 120 ₹6,320.2 | 141 ₹7,426.24 | 133 ₹7,004.89 | 146 ₹7,689.58 | 114 ₹6,004.19 | 121 ₹6,372.87 | 100 ₹5,266.84 Lowest | 157 ₹8,268.93 |
| 5.00 | Removing excavated materials to a distance not exceeding 50 m and depositing at a level not exceeding 1.5 m from starting point. | 157.94 | Cum | 180 ₹28,429.26 | 218 ₹34,430.99 | 231 ₹36,484.22 | 212 ₹33,483.35 | 235 ₹37,115.98 | 236 ₹37,273.92 | 100 ₹15,794.03 Lowest | 172 ₹27,165.74 |
| 6.00 | Supply and fixed 160 mm bore PVC (SWR) pipes single socketed ISI marked IS-13592, type 'B' in any length with rubber ring joints laid in trenches or in floors type complete all as specified. | 150 | RM | 1,120 ₹1,68,000 Lowest | 1,308 ₹1,96,200 | 1,464 ₹2,19,600 | 1,344 ₹2,01,600 | 1,435 ₹2,15,250 | 1,419 ₹2,12,850 | 1,276 ₹1,91,400 | 1,305 ₹1,95,750 |
| 7.00 | Material and labour for Plain cement Concrete (1:3:6) type C-2 bed to 160 mm bore drain pipes including packing under , and haunching against the sides of pipes after they are laid and tested in complete all as specified. | 150 | RM | 700 ₹1,05,000 Lowest | 790 ₹1,18,500 | 766 ₹1,14,900 | 703 ₹1,05,450 | 869 ₹1,30,350 | 794 ₹1,19,100 | 888 ₹1,33,200 | 790 ₹1,18,500 |
| 8.00 | Supply and fixed PVC (SWR) bends 110 /160 mm bore with access door complete all as specified. | 25 | Each | 280 ₹7,000 Lowest | 327 ₹8,175 | 366 ₹9,150 | 336 ₹8,400 | 360 ₹9,000 | 356 ₹8,900 | 367 ₹9,175 | 328 ₹8,200 |
| 9.00 | M&L for precast RCC (1:2:4) nominal mix, type B1, using 20 mm graded stone aggregate as in landing, cover slabs (for man holes, septic tank, soak well etc) chullah hoods, chajjas water troughs, manholes, shelves and similar article set in CM (1:4), complete all as specified and as directed. | 1.63 | Cum | 12,300 ₹20,049.62 Lowest | 13,407 ₹21,854.08 | 15,934 ₹25,973.22 | 14,883 ₹24,260.03 | 14,855 ₹24,214.39 | 14,595 ₹23,790.58 | 14,022 ₹22,856.56 | 14,489 ₹23,617.79 |
| 10.00 | M&L for formwork to rough finished flat surfaces of soffits of suspended slabs such as roof slabs, floor slabs and landing and similar works complete | 30 | Sqm | 600 ₹18,000 | 676 ₹20,280 | 793 ₹23,790 | 660 ₹19,800 | 732 ₹21,960 | 734 ₹22,020 | 684 ₹20,520 | 555 ₹16,650 Lowest |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
28 Sept 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE (AF) Chabua
GE (AF) Chabua
PROVISION OF EARTHING AT THREE WSA BUILDING AT AF STN CHABUA AND SPECIAL REPAIR/REPLACEMENT OF 01(ONE) DAMAGED SEPTIC TANK AND SEWAGE SYSTEM NEAR TYPE-II RESIDENTIAL BLOCK AT ARC DOOM DOOMA UNDER GE (AF) CHABUA
2026_MES_788076_1
842
Open Tender
Civil Works
Item Rate
180 days
GE (AF) Chabua
As per tender documents
6 documents required · 6 mandatory
₹500
GE (AF) Chabua
₹60,000
Yes
31 Oct 2026
7 Sept 2026
5 Oct 2026
7 Sept 2026
28 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches not exc 1.5 m wide and not exc 1.5 m in depth and getting out in soft/loose soil complete all as required and directed. | 187.45 | Cum | 100 | ₹18,744.87 |
| 2 | Excavation in trenches exc 1.50m but n exc 3.00m in depth and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge. | 23.16 | Cum | - | - |
| 3 | M&L for PCC (1:4:8) type D2, using 40 mm graded crushed stone stone aggregate as in foundation filling and mass concrete complete all as specified and directed. | 13.09 | Cum | - | - |
| 4 | Returning filling in including spreading, levelling, watering and well ramming in layer not exc 25 cm in soft/loose soil. | 52.67 | Cum | - | - |
| 5 | Removing excavated materials to a distance not exceeding 50 m and depositing at a level not exceeding 1.5 m from starting point. | 157.94 | Cum | - | - |
| 6 | Supply and fixed 160 mm bore PVC (SWR) pipes single socketed ISI marked IS-13592, type 'B' in any length with rubber ring joints laid in trenches or in floors type complete all as specified. | 150 | RM | - | - |
| 7 | Material and labour for Plain cement Concrete (1:3:6) type C-2 bed to 160 mm bore drain pipes including packing under , and haunching against the sides of pipes after they are laid and tested in complete all as specified. | 150 | RM | - | - |
| 8 | Supply and fixed PVC (SWR) bends 110 /160 mm bore with access door complete all as specified. | 25 | Each | - | - |
| 9 | M&L for precast RCC (1:2:4) nominal mix, type B1, using 20 mm graded stone aggregate as in landing, cover slabs (for man holes, septic tank, soak well etc) chullah hoods, chajjas water troughs, manholes, shelves and similar article set in CM (1:4), complete all as specified and as directed. | 1.63 | Cum | - | - |
| 10 | M&L for formwork to rough finished flat surfaces of soffits of suspended slabs such as roof slabs, floor slabs and landing and similar works complete | 30 | Sqm | - | - |
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