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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.6 CrAccepted-AOC BOKAKHAT W NO 3 PO BOKAKHAT PS BOKAKHAT GOLAGHAT 785612 ASSAM | GOLAGHAT | ASSAM | 785612 | ₹2.6 Cr | 1 | Accepted-AOC Awarded |
| 2 | 2₹2.8 Cr+₹15.8 L (5.99%)Rejected-AOC D C COLONY DIPHU KARBI ANGLONG ASSAM | DIPHU | KARBI ANGLONG | ASSAM | ₹2.8 Cr+₹15.8 L (5.99%) | 2 | Rejected-AOC Not Awarded |
| 3 | 3₹2.8 Cr+₹19.5 L (7.40%)Rejected-AOC | ₹2.8 Cr+₹19.5 L (7.40%) | 3 | Rejected-AOC Not Awarded |
| 4 | 4₹3.0 Cr+₹34.2 L (13.0%)Rejected-AOC DHARAMNALLA DIPHU KARBI ANGLONG ASSAM | KARBI ANGLONG | ASSAM | 782136 | ₹3.0 Cr+₹34.2 L (13.0%) | 4 | Rejected-AOC Not Awarded |
| 5 | 5₹3.0 Cr+₹37.3 L (14.2%)Rejected-AOC H NO 02 KRISHNA NAGAR DHOPOLIA JYOTIKUCHI GUWAHATI 40 ASSAM | ₹3.0 Cr+₹37.3 L (14.2%) | 5 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | SHRI PRADIP KAR L4 | KHAGENDRA NATH SARKAR L5 | M/S S N ENTERPRISES L3 | DHANUKA CONSTRUCTION L1 | JOHN MILLIK L2 |
|---|---|---|---|---|---|---|---|---|
| 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 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. | 1,017.08 | Cum | 305 ₹3,10,209.4 | 305 ₹3,10,209.4 | 274.05 ₹2,78,730.77 | 270 ₹2,74,611.6 Lowest | 280 ₹2,84,782.4 |
| 2.00 | Providing soiling in foundation and under floor at all levels etc.
Brick on flat soiling | 605.03 | Sqm | 537 ₹3,24,901.11 | 537 ₹3,24,901.11 | 738.22 ₹4,46,645.25 | 475 ₹2,87,389.25 Lowest | 500 ₹3,02,515 |
| 3.00 | 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) | 79.5 | Cum | 7,260 ₹5,77,170 | 7,260 ₹5,77,170 | 5,852.13 ₹4,65,244.34 Lowest | 6,424 ₹5,10,708 | 6,800 ₹5,40,600 |
| 4.00 | 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) ) | 48.58 | Cum | 6,178 ₹3,00,127.24 | 6,178 ₹3,00,127.24 | 4,979.21 ₹2,41,890.02 Lowest | 5,467 ₹2,65,586.86 | 5,800 ₹2,81,764 |
| 5.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 339.35 | Cum | 8,886 ₹30,15,464.1 | 8,886 ₹30,15,464.1 | 7,163.11 ₹24,30,801.38 Lowest | 7,864.43 ₹26,68,794.32 | 8,400 ₹28,50,540 |
| 6.00 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources) | 239.66 | Cum | 10,821 ₹25,93,360.86 | 10,821 ₹25,93,360.86 | 8,722.48 ₹20,90,429.56 Lowest | 9,576 ₹22,94,984.16 | 10,200 ₹24,44,532 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal
Foundations, footings, bases of columns, etc. for mass concrete | 1,545.34 | Sqm | 327 ₹5,05,326.18 | 327 ₹5,05,326.18 | 262.91 ₹4,06,285.34 Lowest | 289 ₹4,46,603.26 | 300 ₹4,63,602 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal
Lintels, beams, plinth beams, girders, bressumers and cantilevers | 2,502.92 | Sqm | 646 ₹16,16,886.32 | 646 ₹16,16,886.32 | 520.69 ₹13,03,245.41 Lowest | 572 ₹14,31,670.24 | 600 ₹15,01,752 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal
Columns, Pillars, Piers, Abutments, Posts and Struts | 1,903.17 | Sqm | 854 ₹16,25,307.18 | 854 ₹16,25,307.18 | 688.55 ₹13,10,427.7 Lowest | 756 ₹14,38,796.52 | 800 ₹15,22,536 |
| 10.00 | Vertical and Horizotal fins individuaaly or formimg box louvers
Band, facias and eaves boards | 10.26 | Sqm | 1,169 ₹11,993.94 | 1,168.29 ₹11,986.66 | 913.53 ₹9,372.82 Lowest | 1,034 ₹10,608.84 | 1,101.26 ₹11,298.93 |
Tender Value
₹3.0 Cr
EMD Value
₹5.9 L
Closing Date
23 Mar 2026, 2:00 pmClosed
CE (H_E) P.W. (H_E) Deptt Chandmari, Ghy-3
O/O The CE (H_E) P.W. (H_E) Deptt Chandmari, Ghy-3
Construction of Boundary Walls at Govt. Model Degree College at Deithor, Karbi Anglong
2026_PWBNH_51915_1
Tech-I(H_E)/06/2026/5 Dated Guwahati the 10th March, 2026
Open Tender
Civil Works - Building
Item Rate
240 days
Deithor
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,000
₹5.9 L
Yes
O/O The CE (H_E) P.W. (H_E) Deptt Chandmari, Ghy-3
10 Jul 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
23 Mar 2026
12 Mar 2026
16 Mar 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 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 | - | - |
| 2 | Providing soiling in foundation and under floor at all levels etc.
Brick on flat soiling | 1 | Sqm | - | - |
| 3 | 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 | - | - |
| 4 | 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) ) | 1 | Cum | - | - |
| 5 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | - | Cum | - | - |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources) | 1 | Cum | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal
Foundations, footings, bases of columns, etc. for mass concrete | 1 | Sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal
Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal
Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | - | - |
| 10 | Vertical and Horizotal fins individuaaly or formimg box louvers
Band, facias and eaves boards | 1 | Sqm | - | - |
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