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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 CrAccepted-AOC GHORAMARA GUWAHATI ASSAM | ₹4.7 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹5.1 Cr+₹33.9 L (7.18%)Rejected-Finance | ₹5.1 Cr+₹33.9 L (7.18%) | L2 | Rejected-Finance L2 bidder |
| 3 | Rejected-Technical KOKRAJHAR COLLEGE ROAD WARD 7 DISTRICT KOKRAJHAR | DHUBRI | ASSAM | 783331 | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | Biren Deka L1 | Naba Gogoi L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.
All Kinds of Soil. | 385 | Cum. | 211 ₹81,235 Lowest | 225 ₹86,625 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | 480.5 | Cum | 294 ₹1,41,267 Lowest | 315 ₹1,51,357.5 |
| 3.00 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials.
All kinds of soil | 253.1 | Cum | 107 ₹27,081.7 Lowest | 115 ₹29,106.5 |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 315.71 | Cum | 260 ₹82,084.6 Lowest | 279 ₹88,083.09 |
| 5.00 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 708.89 | Cum | 380 ₹2,69,378.2 Lowest | 404 ₹2,86,391.56 |
| 6.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 114.98 | Cum | 2,217 ₹2,54,910.66 Lowest | 2,370 ₹2,72,502.6 |
| 7.00 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | 978 | sqm | 185 ₹1,80,930 Lowest | 198 ₹1,93,644 |
| 8.00 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 | 97.8 | cum | 2,680 ₹2,62,104 Lowest | 2,866 ₹2,80,294.8 |
| 9.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 52.38 | cum | 7,009 ₹3,67,131.42 Lowest | 7,495 ₹3,92,588.1 |
| 10.00 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 97.8 | Cum | 6,842 ₹6,69,147.6 Lowest | 7,316 ₹7,15,504.8 |
Tender Value
₹4.6 Cr
EMD Value
₹9.2 L
Closing Date
13 Feb 2026, 1:00 pmClosed
CE, PWD(Bldg), H and E, Assam, Chandmari, Ghy-3
O/O The CE, PWD(Bldg), Assam, Chandmari, Ghy-3
Construction of a (G Plus 2) RCC building for judicial residential quarter at Morigaon, Assam (Provision G Plus 3)
2026_PWBNH_50545_1
CE/TB-II(Bldg.)/65/2024/7 Dated Guwahati the, 19th January, 2026
Open Tender
Civil Works - Building
Item Rate
545 days
Morigaon
Please refer Tender documents.
5 documents required · 5 mandatory
₹9,210
₹9.2 L
Yes
O/O The CE, PWD(Bldg), Assam, Chandmari, Ghy-3
20 Aug 2026
9 Feb 2026
13 Feb 2026
9 Feb 2026
13 Feb 2026
9 Feb 2026
10 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.
All Kinds of Soil. | - | Cum. | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | - | Cum | - | - |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials.
All kinds of soil | 1 | Cum | - | - |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 1 | Cum | - | - |
| 5 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 1 | Cum | - | - |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | Cum | - | - |
| 7 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | - | sqm | - | - |
| 8 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 | 1 | cum | - | - |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 10 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | Cum | - | - |
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