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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC | ₹1.4 Cr | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹1.4 Cr+₹2.0 L (1.46%)Rejected-Finance MAJARHATI BARPETA P O BARPETA P S BARPETA DISTRICT BARPETA PIN 781301 | BARPETA | ASSAM | 781301 | ₹1.4 Cr+₹2.0 L (1.46%) | L2 | Rejected-Finance Second Lowest Bidder |
| Sl No | Description | Qty | Unit | Mrinal Jyoti das L2 | Debadib Das L1 |
|---|---|---|---|---|---|
| 1.00 | 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 ottoms, 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. | 764.02 | Cum | 286 ₹2,18,509.72 Lowest | 292 ₹2,23,093.84 |
| 2.00 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. All kinds of soil Filling | 252 | Cum | 100 ₹25,200 Lowest | 100 ₹25,200 Lowest |
| 3.00 | 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. | 609 | Cum | 350 ₹2,13,150 Lowest | 350 ₹2,13,150 Lowest |
| 4.00 | 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. | 319.88 | Cum | 368 ₹1,17,715.84 Lowest | 368 ₹1,17,715.84 Lowest |
| 5.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 79.97 | Cum | 2,160 ₹1,72,735.2 Lowest | 2,160 ₹1,72,735.2 Lowest |
| 6.00 | 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 eggregate 20 mm nominal size derived from natural sources) | 36.1 | Cum | 6,800 ₹2,45,480 Lowest | 6,800 ₹2,45,480 Lowest |
| 7.00 | Providing and laying damp-proof course 40mm thick with cemerit concrete 1:24 (1 cement: 2 coarse sand (zone-III) derived from natural sources 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 30.1 | Sqm | 370 ₹11,137 Lowest | 370 ₹11,137 Lowest |
| 8.00 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil | 30.1 | Sqm | 113 ₹3,401.3 Lowest | 113 ₹3,401.3 Lowest |
| 9.00 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 90.3 | Sqm | 680 ₹61,404 Lowest | 680 ₹61,404 Lowest |
| 10.00 | 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. | 30.8 | Cum | 280 ₹8,624 Lowest | 280 ₹8,624 Lowest |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
2 Mar 2026, 2:00 pmClosed
Executive Engineer
office of the Exe. Engineer, PWD BDTBD, Barpeta
Construction of Tarun Ram Phukan Smriti Rangamancha at Barpeta under MPLAD scheme
2026_PWBNH_51386_1
BDTBD/25-26/TRPHB/14/1598-A
Open Tender
Construction Works
Item Rate
365 days
Barpeta Town
Qualification Documents
5 documents required · 5 mandatory
₹3,800
₹2.5 L
Yes
Office Chamber of Executive Engineer
24 Jun 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 ottoms, 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. | 764.02 | Cum | - | - |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation/ banking excavated or stacked materials. All kinds of soil Filling | 252 | Cum | - | - |
| 3 | 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. | 609 | Cum | - | - |
| 4 | 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. | 319.88 | Cum | - | - |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 79.97 | Cum | - | - |
| 6 | 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 eggregate 20 mm nominal size derived from natural sources) | 36.1 | Cum | - | - |
| 7 | Providing and laying damp-proof course 40mm thick with cemerit concrete 1:24 (1 cement: 2 coarse sand (zone-III) derived from natural sources 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 30.1 | Sqm | - | - |
| 8 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil | 30.1 | Sqm | - | - |
| 9 | Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 90.3 | Sqm | - | - |
| 10 | 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. | 30.8 | Cum | - | - |
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