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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC | ₹12.4 L | L1 | Accepted-AOC L1 Agency |
| 2 | L2₹13.9 L+₹1.5 L (12.3%)Rejected-Finance | ₹13.9 L+₹1.5 L (12.3%) | L2 | Rejected-Finance L2 |
Tender Value
₹9.5 L
EMD Value
₹19,066
Closing Date
30 May 2026, 2:00 pmClosed
Registrar NIT Silchar
Office of the Registrar NIT Silchar
Construction of Solid Waste Transit Storage Shed at NIT Silchar. (Re-Tender)
2026_NS_908441_1
NIT-E/Estate/2026-27/01 Sl. No. 02
Open Tender
Civil Works
Percentage
NIT Silchar
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
National Institute of Technology Silchar
₹19,066
21 Aug 2026
14 May 2026
1 Jun 2026
14 May 2026
30 May 2026
14 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| 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, for all lift, 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 | 27 | Cum | 270.71 | ₹7,309.22 |
| 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 upto 50 m and lift upto 1.5 m. | 84 | Cum | 203.84 | ₹17,122.56 |
| 3 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 2.28.1 All kinds of soil | 158 | Sqm | 35.52 | ₹5,611.53 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zoneIII)derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.3 | Cum | 6,779.34 | ₹8,813.15 |
| 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 derived from natural sources) | 7 | Cum | 9,407.58 | ₹65,853.06 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. ThermoMechanically Treated bars of grade Fe-500D or more. | 557 | kg | 112.16 | ₹62,475.35 |
| 7 | 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) | 4 | Cum | 11,287.04 | ₹45,148.15 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. ThermoMechanically Treated bars of grade Fe-500D or more. | 927 | kg | 112.16 | ₹1,03,976.03 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 69 | Sqm | 765.86 | ₹52,844.06 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns,Pillars, Piers, Abutments, Posts and Struts. | 40 | Sqm | 999.75 | ₹39,990.08 |
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