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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-AOC | ₹1.7 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.7 Cr+₹33,727.13 (0.20%)Rejected-AOC HANUMAN TOWER ATHAON GUWAHATI PO BHARALUMUKH PS BHARALUMUKH KAMRUP METRO ASSAM | ₹1.7 Cr+₹33,727.13 (0.20%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹1.9 Cr+₹12.5 L (7.25%)Rejected-AOC M D PATH NORTH HAIBORGAON P O HAIBORGAON DIST NAGAON ASSAM | ₹1.9 Cr+₹12.5 L (7.25%) | L3 | Rejected-AOC Rejected |
| 4 | L4₹1.9 Cr+₹13.6 L (7.88%)Rejected-AOC R N B ROAD KOKRAJHAR 783370 | KOKRAJHAR | ASSAM | 783370 | ₹1.9 Cr+₹13.6 L (7.88%) | L4 | Rejected-AOC Rejected |
| 5 | L5₹1.9 Cr+₹19.8 L (11.5%)Rejected-AOC | ₹1.9 Cr+₹19.8 L (11.5%) | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | Kamal Singh Dugar L4 | BIPUL CH. DAS L5 | Ritumoni Kalita L1 | Dochania and Company Private Limited L2 | Sri Dhrubajyoti Kakati L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Admin Building | ||||||||
| 2.00a. Civil works | ||||||||
| 3.00 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 400 mm dia piles | 1,152 | m | 2,764.86 ₹31,85,118.72 | 2,857.34 ₹32,91,655.45 | 2,150 ₹24,76,800 Lowest | 2,567.82 ₹29,58,133.25 | 2,200 ₹25,34,400 |
| 4.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. cum | 7.84 | cum | 2,547.45 ₹19,983.63 | 2,632.65 ₹20,652.05 | 2,200 ₹17,258.06 Lowest | 2,365.9 ₹18,559.51 | 2,540 ₹19,925.21 |
| 5.00 | 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. | 117.02 | cum | 249.56 ₹29,202.98 | 257.91 ₹30,179.77 | 240 ₹28,084.34 | 231.77 ₹27,121.84 Lowest | 247 ₹28,903.47 |
| 6.00 | 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. | 651.23 | cum | 220.94 ₹1,43,880.3 | 228.33 ₹1,48,692.85 | 250 ₹1,62,807.3 | 205.19 ₹1,33,626.76 Lowest | 218 ₹1,41,967.97 |
| 7.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level :
Concrete of M10 grade with minimum cement content of 220 kg /cum | 11.39 | cum | 6,988.88 ₹79,568.48 | 7,222.65 ₹82,229.91 | 7,500 ₹85,387.54 | 6,490.83 ₹73,898.09 Lowest | 6,948 ₹79,103.02 |
| 8.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | 38,487.3 | kg | 78 ₹30,01,835.92 | 80.6 ₹31,02,242.15 | 77 ₹29,63,521.81 | 72.44 ₹27,87,911.98 Lowest | 90 ₹34,63,856.67 |
| 9.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 21,264.26 | kg | 78 ₹16,58,516.72 | 80.6 ₹17,13,991.24 | 77 ₹16,37,348.15 | 72.44 ₹15,40,323.57 Lowest | 90 ₹19,13,783.55 |
| 10.00Centering and shuttering including strutting, propping etc. and removal of form for | ||||||||
Tender Value
₹2.1 Cr
EMD Value
₹4.3 L
Closing Date
10 Dec 2025, 2:00 pmClosed
Managing Director
AIDC Ltd., R G Baruah Road, Guwahati
Construction of Admin Building at IE Rangjuli, Dist Goalpara, Assam
2025_ICD_48699_1
690320/116 dated 17.11.2025
Open Tender
Civil Works
Item Rate
365 days
Gerua, Rangjuli, Goalpara Assam
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,280
₹4.3 L
Yes
5 Sept 2026
20 Nov 2025
10 Dec 2025
20 Nov 2025
10 Dec 2025
29 Nov 2025
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