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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.2 LAccepted-AOC | ₹41.2 L | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹42.6 L+₹1.4 L (3.31%)Rejected-Finance WEST BINOIGUTIA GAON P O PS BARBARUAH DIST DIBRUGARH PIN 786007 | DIBRUGARH | ASSAM | 786007 | ₹42.6 L+₹1.4 L (3.31%) | L2 | Rejected-Finance L2 bidder |
| Sl No | Description | Qty | Unit | Farok Hussain L1 | BHAGYA JYOTI PATRA L2 |
|---|---|---|---|---|---|
| 1.00 | 2.8 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. 2.8.1 All kinds of soil.
(a) In ordinary soil | 33.3 | Cum | 304 ₹10,123.2 Lowest | 304 ₹10,123.2 Lowest |
| 2.00 | 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 139.79 | Cum | 2,291 ₹3,20,258.89 Lowest | 2,291 ₹3,20,258.89 Lowest |
| 3.00 | 11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | 213.66 | sqm | 777 ₹1,66,013.82 Lowest | 777 ₹1,66,013.82 Lowest |
| 4.00 | 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
Of area 3sqm and below
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) | 10.69 | cum | 7,243 ₹77,427.67 Lowest | 7,243 ₹77,427.67 Lowest |
| 5.00 | 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | 32.58 | sqm | 479 ₹15,605.82 Lowest | 479 ₹15,605.82 Lowest |
| 6.00 | 4.17 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. | 27.34 | sqm | 723 ₹19,766.82 Lowest | 723 ₹19,766.82 Lowest |
| 7.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.
(b) Using 38mm thick plank | 164.4 | Sqm | 326 ₹53,594.4 Lowest | 326 ₹53,594.4 Lowest |
| 8.00 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 132.72 | Sqm | 645 ₹85,604.4 Lowest | 645 ₹85,604.4 Lowest |
| 9.00 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 98.46 | Sqm | 853 ₹83,986.38 Lowest | 853 ₹83,986.38 Lowest |
| 10.00 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform | 10.08 | Sqm | 813 ₹8,195.04 Lowest | 813 ₹8,195.04 Lowest |
Tender Value
₹41.2 L
EMD Value
₹82,400
Closing Date
10 Aug 2026, 2:00 pmClosed
Addl. Chief Engineer, PWD (Roads) Eastern Zone, Di
O/o the Addl. Chief Engineer, PWD (Roads) Eastern Zone, Dibrugarh
Improvement and upgradation Road Sessa tiniali Garudharia gaon Itakhuli from Ch 0.00 km ( Sessa tiniali at NH-37) to ch 14.20 km (Itakhuli) under Asom Mala 2.0 for the year 2023-24. (Construction of Assam type Residential building of Additional Chi
2026_PWD_53228_1
ACE/EZ/NIT/ACE-Qrtr/26-27/11/3
Open Tender
Civil Works - Building
Item Rate
270 days
Dibrugarh
Please refer tender document
4 documents required · 4 mandatory
₹1,200
₹82,400
Yes
29 Aug 2026
27 Jul 2026
10 Aug 2026
27 Jul 2026
10 Aug 2026
27 Jul 2026
27 Jul 2026 - 10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 2.8 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. 2.8.1 All kinds of soil.
(a) In ordinary soil | 1 | Cum | 286.85 | ₹286.56 |
| 2 | 2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 1 | Cum | 2,161.2 | ₹2,159.04 |
| 3 | 11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | 1 | sqm | 733.3 | ₹732.57 |
| 4 | 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
Of area 3sqm and below
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) | 1 | cum | 6,833.4 | ₹6,826.57 |
| 5 | 4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | 1 | sqm | 452.25 | ₹451.8 |
| 6 | 4.17 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. | 1 | sqm | 681.65 | ₹680.97 |
| 7 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.
(b) Using 38mm thick plank | - | Sqm | 307.95 | - |
| 8 | 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers | 1 | Sqm | 608.35 | ₹607.74 |
| 9 | 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | Sqm | 804.25 | ₹803.45 |
| 10 | 5.9.3 Suspended floors, roofs, landings, balconies and access platform | - | Sqm | 766.55 | - |
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