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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.1 LAdmitted-Finance CAMP AT GORUBANDHA MISSAMARI ASSAM 784506 | SONITPUR | ASSAM | 784506 | ₹40.1 L | L1 | Admitted-Finance |
| 2 | L2₹41.9 L+₹1.7 L (4.30%)Admitted-Finance W D BUILDING JP ROAD BHARALUMUKH GUWAHATI 781009 ASSAM | KAMRUP METRO | ASSAM | 781009 | ₹41.9 L+₹1.7 L (4.30%) | L2 | Admitted-Finance |
| 3 | L3₹41.9 L+₹1.8 L (4.44%)Admitted-Finance | ₹41.9 L+₹1.8 L (4.44%) | L3 | Admitted-Finance |
| 4 | L4₹42.8 L+₹2.6 L (6.55%)Admitted-Finance VIL GARIGAON KAMRUP METRO GUWAHATI PIN 781012 | KAMRUP METRO | ASSAM | 781012 | ₹42.8 L+₹2.6 L (6.55%) | L4 | Admitted-Finance |
| 5 | L5₹43.0 L+₹2.8 L (7.05%)Admitted-Finance REGD OFFICE DALBARI SATGAON GUWAHATI ASSAM 781171 | KAMRUP METRO | ASSAM | 781171 | ₹43.0 L+₹2.8 L (7.05%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PK ENGINEERING L2 | M/S Bharat Construction L10 | Shekhar Trading Co. L6 | VENUS TRADING CORPORATION L7 | DEBAJYOTI DAS L3 | M/S SEWAK SINGH L9 | R S TRADERS L8 | M/s Talukdar Construction L5 | GOLOK DAS & SONS L4 | M.P.SUPPLY L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in soil and loose soil complete all as specified and directed. | 773 | Sqm | 20 ₹15,460 Lowest | 35 ₹27,055 | 25 ₹19,325 | 30 ₹23,190 | 60 ₹46,380 | 25 ₹19,325 | 100 ₹77,300 | 255 ₹1,97,115 | 25 ₹19,325 | 50 ₹38,650 |
| 2.00 | Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation or for shafts, wells cesspits,man holes etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and as directed. | 57 | Cum | 180 ₹10,260 Lowest | 400 ₹22,800 | 180 ₹10,260 Lowest | 300 ₹17,100 | 280 ₹15,960 | 250 ₹14,250 | 250 ₹14,250 | 290 ₹16,530 | 250 ₹14,250 | 350 ₹19,950 |
| 3.00 | Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surfaces in soft/loose soil complete all as specified and as directed. | 58 | Each | 160 ₹9,280 | 180 ₹10,440 | 20 ₹1,160 Lowest | 350 ₹20,300 | 520 ₹30,160 | 150 ₹8,700 | 150 ₹8,700 | 250 ₹14,500 | 160 ₹9,280 | 200 ₹11,600 |
| 4.00 | Returning, filling in, including spreading levelling, watering and well ramming in layers n exc 25 cm in soft/loose soil complete all as specified and as directed. | 13.8 | Cum | 40 ₹552 Lowest | 70 ₹966 | 200 ₹2,760 | 200 ₹2,760 | 60 ₹828 | 70 ₹966 | 180 ₹2,484 | 220 ₹3,036 | 100 ₹1,380 | 100 ₹1,380 |
| 5.00 | Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and as directed. | 158.95 | Cum | 70 ₹11,126.5 Lowest | 70 ₹11,126.5 Lowest | 250 ₹39,737.5 | 200 ₹31,790 | 110 ₹17,484.5 | 120 ₹19,074 | 285 ₹45,300.75 | 190 ₹30,200.5 | 70 ₹11,126.5 Lowest | 250 ₹39,737.5 |
| 6.00 | Material and labour for sand filling under floors or in foundation including watering and consolidation complete all as specified and as directed. | 57 | Cum | 750 ₹42,750 | 1,700 ₹96,900 | 500 ₹28,500 Lowest | 1,860 ₹1,06,020 | 1,200 ₹68,400 | 1,000 ₹57,000 | 800 ₹45,600 | 950 ₹54,150 | 1,258 ₹71,706 | 1,000 ₹57,000 |
| 7.00 | Material and labour for hardcore of broken or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 85 | Cum | 1,850 ₹1,57,250 | 2,400 ₹2,04,000 | 2,000 ₹1,70,000 | 2,800 ₹2,38,000 | 2,100 ₹1,78,500 | 1,700 ₹1,44,500 Lowest | 2,200 ₹1,87,000 | 2,650 ₹2,25,250 | 2,500 ₹2,12,500 | 2,000 ₹1,70,000 |
| 8.00 | Material and labour for PCC 1:4:8 type D2 (using 40mm grade stone aggregate ) as in foundation /mass concrete complete all as specified and as directed. | 16 | Cum | 5,000 ₹80,000 | 6,500 ₹1,04,000 | 7,990 ₹1,27,840 | 6,000 ₹96,000 | 6,200 ₹99,200 | 4,800 ₹76,800 Lowest | 5,800 ₹92,800 | 5,950 ₹95,200 | 6,100 ₹97,600 | 6,000 ₹96,000 |
| 9.00 | Material and labour for PCC 1:2:4 type B1 (using 20mm graded stone aggregate ) as in cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets , copings, kneelers, apex stones, bed plates, kerbs not provided for, water troughs and the like including weathering, slightly rounded or chamfered angles and throating etc , complete all as specified and as directed. | 2.8 | Cum | 8,000 ₹22,400 | 8,500 ₹23,800 | 8,990 ₹25,172 | 6,500 ₹18,200 | 6,800 ₹19,040 | 6,200 ₹17,360 | 7,800 ₹21,840 | 6,150 ₹17,220 Lowest | 6,640 ₹18,592 | 7,500 ₹21,000 |
| 10.00 | Material and labour for Plain Cement concrete (1:2:4) Type B-2 ( using 20mm graded stone aggregate) in foundations, filling in floors and mass concrete etc complete all as specified and as directed. | 19 | Cum | 7,000 ₹1,33,000 | 8,500 ₹1,61,500 | 7,500 ₹1,42,500 | 6,500 ₹1,23,500 | 7,000 ₹1,33,000 | 6,500 ₹1,23,500 | 8,000 ₹1,52,000 | 6,150 ₹1,16,850 Lowest | 6,640 ₹1,26,160 | 6,200 ₹1,17,800 |
Tender Value
₹48.8 L
EMD Value
₹97,640
Closing Date
8 Sept 2026, 6:00 pmClosed
GE Narangi
GE Narangi C/o 99 APO
CONSTR OF COVERED CAR PARKING IN JCO/OR MD ACCN AT C BLOCK AND PROVN OF SHED FOR DEVOTEES AT BLDG NO P-44 STN MASJID UNDER GE NARANGI
2026_MES_785301_1
8254/B/E8
Open Tender
Civil Works
Item Rate
180 days
Guwahati
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Narangi
₹97,640
Yes
14 Sept 2026
19 Aug 2026
10 Sept 2026
19 Aug 2026
8 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n. exc 30 cm deep and averaging 15 cm deep and getting out in soil and loose soil complete all as specified and directed. | 773 | Sqm | - | - |
| 2 | Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation or for shafts, wells cesspits,man holes etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and as directed. | 57 | Cum | - | - |
| 3 | Excavating in post holes (or similar holes) each not exceeding 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50m and making good surfaces in soft/loose soil complete all as specified and as directed. | 58 | Each | - | - |
| 4 | Returning, filling in, including spreading levelling, watering and well ramming in layers n exc 25 cm in soft/loose soil complete all as specified and as directed. | 13.8 | Cum | - | - |
| 5 | Removing Excavated soils not exceeding 50 M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and as directed. | 158.95 | Cum | - | - |
| 6 | Material and labour for sand filling under floors or in foundation including watering and consolidation complete all as specified and as directed. | 57 | Cum | - | - |
| 7 | Material and labour for hardcore of broken or boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and as directed. | 85 | Cum | - | - |
| 8 | Material and labour for PCC 1:4:8 type D2 (using 40mm grade stone aggregate ) as in foundation /mass concrete complete all as specified and as directed. | 16 | Cum | - | - |
| 9 | Material and labour for PCC 1:2:4 type B1 (using 20mm graded stone aggregate ) as in cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets , copings, kneelers, apex stones, bed plates, kerbs not provided for, water troughs and the like including weathering, slightly rounded or chamfered angles and throating etc , complete all as specified and as directed. | 2.8 | Cum | - | - |
| 10 | Material and labour for Plain Cement concrete (1:2:4) Type B-2 ( using 20mm graded stone aggregate) in foundations, filling in floors and mass concrete etc complete all as specified and as directed. | 19 | Cum | - | - |
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