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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | LI₹90.5 LAccepted-AOC | ₹90.5 L | LI | Accepted-AOC Successful Bidder |
| 2 | LII₹90.5 LRejected-Finance ASSAM RUPNAGAR GUWAHATI 32 | KAMRUP METRO | ASSAM | 781001 | ₹90.5 L | LII | Rejected-Finance 2nd lowest bidder |
| 3 | Not Admitted-Fee/PreQual/Technical GOPAL BAZAR P O P S NALBARI DISTRICT NALBARI ASSAM PIN 781353 | NALBARI | ASSAM | 781353 | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy not submitted. |
| Sl No | Description | Qty | Unit | SRI NAGEN HALOI L1 | Sri Bhaben Bora 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 | 185.54 | cum | 286.85 ₹53,221.29 Lowest | 286.85 ₹53,221.29 Lowest |
| 2.00 | 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 | 185.54 | cum | 253.95 ₹47,117.12 Lowest | 253.95 ₹47,117.12 Lowest |
| 3.00 | 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. | 605.35 | cum | 368.65 ₹2,23,161.54 Lowest | 368.65 ₹2,23,161.54 Lowest |
| 4.00 | 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) | 12.69 | cum | 6,833.4 ₹86,702.18 Lowest | 6,833.4 ₹86,702.18 Lowest |
| 5.00 | Providing and laying damp-proof course 40mm thick with cement
concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 53.14 | sqm | 370.85 ₹19,707.71 Lowest | 370.85 ₹19,707.71 Lowest |
| 6.00 | 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. | 134.8 | sqm | 681.65 ₹91,886.42 Lowest | 681.65 ₹91,886.42 Lowest |
| 7.00 | 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) | 38.13 | cum | 8,364.2 ₹3,18,926.95 Lowest | 8,364.2 ₹3,18,926.95 Lowest |
| 8.00 | 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) | 10.27 | cum | 10,185.05 ₹1,04,620.83 Lowest | 10,185.05 ₹1,04,620.83 Lowest |
| 9.00 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). | 12.85 | cum | 10,719.3 ₹1,37,721.57 Lowest | 10,719.3 ₹1,37,721.57 Lowest |
| 10.00 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass
concrete upto plinth level | 161.57 | sqm | 307.95 ₹49,756.71 Lowest | 307.95 ₹49,756.71 Lowest |
Tender Value
₹90.5 L
EMD Value
₹1.8 L
Closing Date
2 Jul 2026, 2:00 pmClosed
Registrar, KBVS and ASU, Nalbari
Office of the Registrar, Kumar Bhaskar Varma Sanskrit and Ancient Studies University, Nalbari
Construction of new Classroom in Academic Block C
2026_KBVSU_52719_1
KBVS ASU/CATCR/36/2026/07
Open Tender
Civil Works - Building
Item Wise
60 days
Namati
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,000
Yes
₹1.8 L
Yes
7 Sept 2026
11 Jun 2026
2 Jul 2026
11 Jun 2026
2 Jul 2026
11 Jun 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 | 0.8 | cum | - | - |
| 2 | 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 | 0.8 | cum | - | - |
| 3 | 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. | 0.2 | cum | - | - |
| 4 | 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 | - | - |
| 5 | Providing and laying damp-proof course 40mm thick with cement
concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | - | sqm | - | - |
| 6 | 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. | - | sqm | - | - |
| 7 | 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 | - | - |
| 8 | 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) | - | cum | - | - |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). | - | cum | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass
concrete upto plinth level | 0.6 | sqm | - | - |
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