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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₹35.3 LAdmitted-Finance KAJANIBARI ROAD PO DINJAN DIST TINSUKIA ASSAM 786189 | DINJAN | TINSUKIA | ASSAM | 786189 | L1 | Admitted-Finance | |
| 2 | L2₹37.1 L+₹1.8 L (5.13%)Admitted-Finance KALIBARI ROAD TINSUKIA TINSUKIA ASSAM 786171 | TINSUKIA | ASSAM | 786171 | L2 | Admitted-Finance | |
| 3 | L3₹39.4 L+₹4.1 L (11.5%)Admitted-Finance KALIBARI ROAD M S PAUL ENTERPRISE KALIBARI ROAD LUMDING KAMRUP METRO ASSAM 781001 | KAMRUP METRO | ASSAM | 781001 | L3 | Admitted-Finance | |
| 4 | L4₹39.8 L+₹4.5 L (12.7%)Admitted-Finance C O ADNEEDS ENTERPRISES TIRAPGATE TIRAPGATE LEKHAPANI TINSUKIA ASSAM 786182 UDYAM AS 26 0000077 | TINSUKIA | ASSAM | 786182 | L4 | Admitted-Finance | |
| 5 | L5₹41.0 L+₹5.7 L (16.1%)Admitted-Finance NO 1 RANGAJAN VILLAGE PO BOKULONI CHARIALI MAUZA TIPLING SUB DIVISION TENGAKHAT DIST DIBRUGARH ASSAM 786191 | DIBRUGARH | ASSAM | 786191 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RIA CONSTRUCTION L7 | M/S SINGH TRADERS L5 | RC CONSTRUCTION L8 | ADNEEDS ENTERPRISE L4 | M/S BISWAJIT SINGH L1 | M/s NARAYAN MUKHERJEE & CO L2 | PAUL ENTERPRISE L3 | ASTRA INFRACON L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas, n exc 1.5 m deep for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes and getting out in mud soil complete all as specified and directed by Engineer in Charge. | 157.5 | CUM | 1,100 ₹1,73,250 | 1,020 ₹1,60,650 | 1,315 ₹2,07,112.5 | 1,000 ₹1,57,500 | 350 ₹55,125 Lowest | 963 ₹1,51,672.5 | 990 ₹1,55,925 | 1,115 ₹1,75,612.5 |
| 2.00 | M&L for boulders pitching laid dry,hand packed with tightly with wire crate apron (wire crate measured saparately)complete all as specified and directed by Engineer in Charge.. | 600 | Cum | 3,100 ₹18,60,000 | 3,050 ₹18,30,000 | 3,180 ₹19,08,000 | 3,000 ₹18,00,000 | 3,150 ₹18,90,000 | 2,893 ₹17,35,800 Lowest | 3,000 ₹18,00,000 | 3,125 ₹18,75,000 |
| 3.00 | Returning filling in, including spreading leveling watering and well ramming in layers n.exc 25cm thick in any type of soil complete all as specified and directed by Engineer in Charge. | 125 | Cum | 300 ₹37,500 | 250 ₹31,250 | 200 ₹25,000 | 220 ₹27,500 | 250 ₹31,250 | 180 ₹22,500 Lowest | 220 ₹27,500 | 325 ₹40,625 |
| 4.00 | M&L removing excavated soils not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed by Engineer in Charge. | 50 | Cum | 550 ₹27,500 | 480 ₹24,000 | 513 ₹25,650 | 440 ₹22,000 | 250 ₹12,500 Lowest | 416 ₹20,800 | 450 ₹22,500 | 558 ₹27,900 |
| 5.00 | M&L plain cement concrete type C1 1:3:6 (using 20mm graded stone aggregate) in parapets, wall coping, including use and waste of form work complete all as specified and directed by Engineer in Charge. | 8.25 | Cum | 11,500 ₹94,875 | 11,300 ₹93,225 | 11,515 ₹94,998.75 | 11,240 ₹92,730 | 9,300 ₹76,725 Lowest | 11,200 ₹92,400 | 11,230 ₹92,647.5 | 11,515 ₹94,998.75 |
| 6.00 | S&F 4mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped,wired and laid in position,including closing after filling complete all as specified and directed by Engineer in Charge. | 2,750 | Sqm | 550 ₹15,12,500 | 520 ₹14,30,000 | 565 ₹15,53,750 | 500 ₹13,75,000 | 300 ₹8,25,000 Lowest | 440 ₹12,10,000 | 490 ₹13,47,500 | 515 ₹14,16,250 |
| 7.00 | M & L for Plain Cement Concrete, Type C2 1:3:6 , (using 40 mm graded stone aggregate) in foundations bed concrete, filling and mass concrete complete all as specified and directed by Engineer in Charge. | 54 | Cum | 7,800 ₹4,21,200 | 8,000 ₹4,32,000 | 7,818 ₹4,22,172 | 7,750 ₹4,18,500 | 9,000 ₹4,86,000 | 7,620 ₹4,11,480 Lowest | 7,650 ₹4,13,100 | 7,915 ₹4,27,410 |
| 8.00 | M&L for extra over stone walling 40mm thick for hammer dressing to facings with maximum face stones and dressing to face beds of joints as specified of random rubble walling uncoursed or brought upto courses complete all as specified and directed by Engineer in Charge. | 50 | Sqm | 550 ₹27,500 | 550 ₹27,500 | 619 ₹30,950 | 500 ₹25,000 | 500 ₹25,000 | 456 ₹22,800 Lowest | 500 ₹25,000 | 575 ₹28,750 |
| 9.00 | Supply and Fixing No oven geotextile 285 gms typically composed of polypropylene or polyester staple fibre having a purpose of separation, filteration and drainage for using in Gabian wall all complete all as specified and directed by Engineer in Charge. | 360 | Sqm | 200 ₹72,000 | 200 ₹72,000 | 250 ₹90,000 | 170 ₹61,200 | 360 ₹1,29,600 | 125 ₹45,000 Lowest | 150 ₹54,000 | 185 ₹66,600 |
Tender Value
₹37 L
EMD Value
₹74,000
Closing Date
3 Oct 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 Dinjan No 2
GE Dinjan No 2 Post Dinjan Dist Tinsukia Assam Pin 786 189
PROVN OF GABION WALL ALONG TIRAP RIVER AT LEKHAPANI MIL STN UNDER GE DINJAN NO.2
2026_MES_788692_1
8985/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
₹74,000
Yes
5 Nov 2026
11 Sept 2026
10 Oct 2026
11 Sept 2026
3 Oct 2026
25 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, n exc 1.5 m deep for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes and getting out in mud soil complete all as specified and directed by Engineer in Charge. | 157.5 | CUM | - | - |
| - | M&L for boulders pitching laid dry,hand packed with tightly with wire crate apron (wire crate measured saparately)complete all as specified and directed by Engineer in Charge.. | 600 | Cum | - | - |
| - | Returning filling in, including spreading leveling watering and well ramming in layers n.exc 25cm thick in any type of soil complete all as specified and directed by Engineer in Charge. | 125 | Cum | - | - |
| - | M&L removing excavated soils not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed by Engineer in Charge. | 50 | Cum | - | - |
| - | M&L plain cement concrete type C1 1:3:6 (using 20mm graded stone aggregate) in parapets, wall coping, including use and waste of form work complete all as specified and directed by Engineer in Charge. | 8.25 | Cum | - | - |
| - | S&F 4mm dia galvanised steel wire, 150x100mm mesh, made up into mattresses or cages, lapped,wired and laid in position,including closing after filling complete all as specified and directed by Engineer in Charge. | 2,750 | Sqm | - | - |
| - | M & L for Plain Cement Concrete, Type C2 1:3:6 , (using 40 mm graded stone aggregate) in foundations bed concrete, filling and mass concrete complete all as specified and directed by Engineer in Charge. | 54 | Cum | - | - |
| - | M&L for extra over stone walling 40mm thick for hammer dressing to facings with maximum face stones and dressing to face beds of joints as specified of random rubble walling uncoursed or brought upto courses complete all as specified and directed by Engineer in Charge. | 50 | Sqm | - | - |
| - | Supply and Fixing No oven geotextile 285 gms typically composed of polypropylene or polyester staple fibre having a purpose of separation, filteration and drainage for using in Gabian wall all complete all as specified and directed by Engineer in Charge. | 360 | Sqm | - | - |
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