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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-Finance KALIBARI ROAD M S PAUL ENTERPRISE KALIBARI ROAD LUMDING KAMRUP METRO ASSAM 781001 | KAMRUP METRO | ASSAM | 781001 | ₹32.5 L | L1 | Accepted-Finance Lowest Bidder |
| 2 | L2₹37.1 L+₹4.6 L (14.3%)Rejected-Finance | ₹37.1 L+₹4.6 L (14.3%) | L2 | Rejected-Finance High Rates |
| 3 | L3₹38.3 L+₹5.8 L (17.9%)Rejected-Finance P O WEST SRIPURIA DIST TINSUKIA ASSAM PIN 786 145 | TINSUKIA | ASSAM | 786145 | ₹38.3 L+₹5.8 L (17.9%) | L3 | Rejected-Finance High Rates |
| 4 | L4₹39.4 L+₹6.9 L (21.3%)Rejected-Finance | ₹39.4 L+₹6.9 L (21.3%) | L4 | Rejected-Finance High Rates |
| 5 | L5₹39.7 L+₹7.2 L (22.2%)Rejected-Finance DINJAN TINALI P O DINJAN DIST DIBRUGARH ASSAM E 27 CWE DINJAN | DIBRUGARH | ASSAM | 785675 | ₹39.7 L+₹7.2 L (22.2%) | L5 | Rejected-Finance High Rates |
| Sl No | Description | Qty | Unit | M/S Karen Enterprises L2 | M/S BORAH BROTHERS L3 | RC CONSTRUCTION L7 | ADNEEDS ENTERPRISE L8 | M/S G.S ENTERPRISES & CO L5 | PAUL ENTERPRISE L1 | Construction House L6 | FREEZCON L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep getting out soft/loose soil ( Including site clearance & removing unwanted bushes ) and making smooth surface complete all as specified & directed by Engineer-in -Charge. | 7,800 | Sqm | 60 ₹4,68,000 | 65 ₹5,07,000 | 76 ₹5,92,800 | 75 ₹5,85,000 | 70 ₹5,46,000 | 32 ₹2,49,600 Lowest | 72 ₹5,61,600 | 68 ₹5,30,400 |
| 2.00 | Excavating soft/loose soil in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified & directed by Engineer-in -Charge. | 240 | Each | 310 ₹74,400 | 320 ₹76,800 | 350 ₹84,000 | 345 ₹82,800 | 340 ₹81,600 | 290 ₹69,600 Lowest | 342 ₹82,080 | 328 ₹78,720 |
| 3.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil complete all as specified & directed by Engineer-in -Charge. | 27.91 | Cum | 720 ₹20,095.2 | 750 ₹20,932.5 | 765 ₹21,351.15 | 785 ₹21,909.35 | 780 ₹21,769.8 | 650 ₹18,141.5 Lowest | 758 ₹21,155.78 | 760 ₹21,211.6 |
| 4.00 | M&L for PCC 1:2:4 Type B2 (using 12.5 mm graded crushed stone aggregate) as in mass concrete for hume pipe foundations, filling and mass concrete complete all as specified & directed by Engineer-in -Charge. | 1.8 | Cum | 12,000 ₹21,600 | 12,090 ₹21,762 | 13,400 ₹24,120 | 13,100 ₹23,580 | 13,000 ₹23,400 | 11,800 ₹21,240 Lowest | 12,480 ₹22,464 | 12,500 ₹22,500 |
| 5.00 | M&L for PCC 1:4:8 Type D2 (using 40 mm graded crushed stone aggregate) as in mass concrete for hume pipe foundations, filling and mass concrete complete all as specified & directed by Engineer-in -Charge. | 47 | Cum | 8,000 ₹3,76,000 | 8,070 ₹3,79,290 | 8,200 ₹3,85,400 | 9,100 ₹4,27,700 | 9,000 ₹4,23,000 | 7,000 ₹3,29,000 Lowest | 8,145 ₹3,82,815 | 8,100 ₹3,80,700 |
| 6.00 | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified & directed by Engineer-in -Charge. | 4 | Sqm | 480 ₹1,920 | 550 ₹2,200 | 582 ₹2,328 | 650 ₹2,600 | 600 ₹2,400 | 450 ₹1,800 Lowest | 570 ₹2,280 | 562 ₹2,248 |
| 7.00 | M & L for formwork to sides of pillars, posts, struts, piers, columns and stanchions complete all as specified & directed by Engineer-in -Charge. | 25 | Sqm | 560 ₹14,000 | 600 ₹15,000 | 632 ₹15,800 | 650 ₹16,250 | 600 ₹15,000 | 550 ₹13,750 Lowest | 624 ₹15,600 | 610 ₹15,250 |
| 8.00 | M & L for RCC 1:2:4 type B1 as in foundation, including raft footings, foundation beams, plinth beams, bases for column etc., basement slabs, underreamed piles and mass concrete complete all as specified & directed by Engineer-in -Charge. | 2.5 | Cum | 12,500 ₹31,250 | 12,700 ₹31,750 | 13,400 ₹33,500 | 12,900 ₹32,250 | 12,800 ₹32,000 | 12,000 ₹30,000 Lowest | 12,870 ₹32,175 | 13,000 ₹32,500 |
| 9.00 | M & L for RCC 1:2:4 type B1 as Beams, cantilevers, lintels, columns pillars, piers, posts, struts, chullah hoods, stair case, arches, domes, vaults, shell roofs, arch ribs, folded plates, slabs, balconies, canopies, deck slabs etc. or in similar articles complete all as specified & directed by Engineer-in -Charge. | 1.5 | Cum | 12,500 ₹18,750 | 12,700 ₹19,050 | 13,400 ₹20,100 | 12,600 ₹18,900 | 12,500 ₹18,750 | 12,000 ₹18,000 Lowest | 12,870 ₹19,305 | 13,000 ₹19,500 |
| 10.00 | M & L for TMT bars 10mm dia and over, cut tolength, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified & directed by Engineer-in -Charge. | 200 | Kg | 125 ₹25,000 | 130 ₹26,000 | 142 ₹28,400 | 140 ₹28,000 | 140 ₹28,000 | 120 ₹24,000 Lowest | 138 ₹27,600 | 135 ₹27,000 |
Tender Value
₹34.5 L
EMD Value
₹69,000
Closing Date
13 Jul 2026, 6:00 pmClosed
GE Dinjan No 2
GE Dinjan No 2 Post Dinjan Dist Tinsukia Assam Pin 786 189
PROVN OF PERIMETER FENCING OF A1 DEFENCE LAND MEASURING 2.26 ACRES IN GEN AREA GELLAPUKHRI,TINSUKIA,ASSAM UNDER GE DINJAN NO.2
2026_MES_773858_1
8958/E8
Open Tender
Civil Works
Item Rate
180 days
As per NIT
Pls Refer Tender Documents
9 documents required · 9 mandatory
₹500
GE Dinjan No 2
₹69,000
Yes
17 Sept 2026
22 Jun 2026
21 Jul 2026
22 Jun 2026
13 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15 cm deep getting out soft/loose soil ( Including site clearance & removing unwanted bushes ) and making smooth surface complete all as specified & directed | 7,800 | Sqm | - | - |
| - | Excavating soft/loose soil in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning,filling in and ramming earth or broken rubble mixed with earth around, in layers notexceeding 25 cm, | 240 | Each | - | - |
| - | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out soft/loose soil. | 27.91 | Cum | - | - |
| - | M&L for PCC 1:2:4 Type B2 (using 12.5 mm graded aggregate) as in mass concrete for hume pipe foundations, filling and mass concrete. | 1.8 | Cum | - | - |
| - | M&L for PCC 1:4:8 Type D2 (using 40 mm graded aggregate) as in mass concrete for hume pipe foundations, filling and mass concrete. | 47 | Cum | - | - |
| - | M & L for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter | 4 | Sqm | - | - |
| - | M & L for formwork to sides of pillars, posts, struts, piers, columns and stanchions | 25 | Sqm | - | - |
| - | M & L for RCC 1:2:4 type B1 as in foundation, including raft footings, foundation beams, plinth beams, bases for column etc., basement slabs, underreamed piles and mass
concrete. | 2.5 | Cum | - | - |
| - | M & L for RCC 1:2:4 type B1 as Beams, cantilevers, lintels, columns pillars, piers, posts, struts, chullah hoods, stair case, arches, domes, vaults, shell roofs, arch ribs, folded plates, slabs, balconies, canopies, deck slabs etc. or in similar articles . | 1.5 | Cum | - | - |
| - | M & L for TMT bars 10mm dia and over, cut tolength, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips | 200 | Kg | - | - |
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