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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 CrAccepted-AOC B1 BLOCK II DIBANG RESIDENCY PENSIONPARA ROAD GUWAHATI 3 | KAMRUP METRO | ASSAM | 781001 | ₹3.5 Cr | L1 | Accepted-AOC L1 Lowest bidder |
| 2 | L2₹3.8 Cr+₹26.1 L (7.40%)Rejected-AOC CIRCULAR ROAD DIMAPUR 797112 NAGALAND | DIMAPUR | NAGALAND | 797112 | ₹3.8 Cr+₹26.1 L (7.40%) | L2 | Rejected-AOC L2 work alloted to Lowest bidder |
| 3 | L3₹3.9 Cr+₹33.3 L (9.45%)Rejected-AOC 1ST FLOOR 29A SESHAADHRI NILAY D NEOG PATH BEHIND DONA PLANET ANANDA NAGAR G S ROAD GUWAHATI ASSAM 781005 | KAMRUP METRO | ASSAM | 781005 | ₹3.9 Cr+₹33.3 L (9.45%) | L3 | Rejected-AOC L3 work alloted to Lowest bidder |
| 4 | Rejected-Technical HOUSE NO 625 WARD NO 7 P O SILAPATHAR P S SILAPATHAR DIST DHEMAJI ASSAM PIN 787059 | DHEMAJI | ASSAM | 787059 | - | - | Rejected-Technical Non responsive |
| Sl No | Description | Qty | Unit | Power Tools and Engineering L3 | golden traders L2 | Sri Girin Chutia L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
All kinds of soil | 335 | Cum | 114.49 ₹38,354.15 | 112.35 ₹37,637.25 Lowest | 200 ₹67,000 |
| 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 and for all lift. | 507.9 | Cum | 209.72 ₹1,06,516.79 | 205.8 ₹1,04,525.82 Lowest | 316 ₹1,60,496.4 |
| 3.00 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 155.46 | Cum | 8,988 ₹13,97,238.53 | 8,820 ₹13,71,121.92 Lowest | 9,500 ₹14,76,832 |
| 4.00 | 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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) M20 or Prop. 1:1.5:3 | 104.75 | Cum | 13,268 ₹13,89,823 | 13,020 ₹13,63,845 Lowest | 14,500 ₹15,18,875 |
| 5.00 | Super-structure above plinth level Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.
M20 or Prop. 1:1.5:3 | 39.08 | Cum | 13,375 ₹5,22,668.25 | 13,125 ₹5,12,898.75 Lowest | 14,000 ₹5,47,092 |
| 6.00 | 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 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 : 3 graded stone aggregate 20 mm nominal size). | 19.33 | Cum | 14,124 ₹2,73,073.42 | 13,860 ₹2,67,969.24 Lowest | 14,000 ₹2,70,676 |
| 7.00 | Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).
TMT-Corrosion Resistant Steel (Fe-500) reinforcement bar
(i) TATA/SAIL | 17,018.48 | Kg | 126.26 ₹21,48,752.78 | 123.9 ₹21,08,589.18 | 90 ₹15,31,662.84 Lowest |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
In foundation : | 117.6 | Sqm | 329.51 ₹38,750.38 | 323.35 ₹38,025.96 | 220 ₹25,872 Lowest |
| 9.00 | Lintels,beams, plinth beams, girders,bressumers and cantilevers. | 470 | Sqm | 650.93 ₹3,05,937.1 | 638.77 ₹3,00,221.9 | 400 ₹1,88,000 Lowest |
| 10.00 | Columns, Pillars, Piers, Abutments, Posts and Struts. | 652.68 | Sqm | 860.55 ₹5,61,663.77 | 844.46 ₹5,51,162.15 | 300 ₹1,95,804 Lowest |
Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
28 Aug 2025, 3:00 pmClosed
The Additional Chief Engineer PWD R and B Hi
The Additional Chief Engineer PWD R and B Hills Assam Diphu.
Construction of 50 bedded hostel separately for boys and girls under Dharti Aaba Janjatiya Gram Utkarsh Abhiyan at Tinglijan High School
2025_KAAC_46352_1
NoACEH/CS/SSA/03/2025-26/SLO5
Open Tender
Civil Works - Building
Item Rate
Bokajan
Please refer Tender documents.
5 documents required · 5 mandatory
₹7,600
₹7.6 L
Yes
The Additional Chief Engineer PWD R and B Hi
21 Feb 2026
18 Aug 2025
30 Aug 2025
18 Aug 2025
28 Aug 2025
18 Aug 2025
20 Aug 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
All kinds of soil | - | 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 and for all lift. | 1 | Cum | - | - |
| 3 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.4 | Cum | - | - |
| 4 | 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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) M20 or Prop. 1:1.5:3 | - | Cum | - | - |
| 5 | Super-structure above plinth level Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.
M20 or Prop. 1:1.5:3 | - | Cum | - | - |
| 6 | 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 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 : 3 graded stone aggregate 20 mm nominal size). | 1 | Cum | - | - |
| 7 | Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete (upto 1st floor level).
TMT-Corrosion Resistant Steel (Fe-500) reinforcement bar
(i) TATA/SAIL | 0.4 | Kg | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete
In foundation : | 1 | Sqm | - | - |
| 9 | Lintels,beams, plinth beams, girders,bressumers and cantilevers. | - | Sqm | - | - |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts. | 1 | Sqm | - | - |
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