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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.3 LAdmitted-Finance | -0.80% | ₹11.3 L | L1 | Admitted-Finance |
| 2 | L2₹12.4 LAdmitted-Finance | +8.99% | ₹12.4 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Bid capcity not submiited as per the terms and condtion |
Tender Value
Refer Docs
EMD Value
₹22,840
Closing Date
23 Mar 2026, 10:00 amClosed
Executive Engineer,CD-I, A.P.W.D., SVP
Construction of Research and Innovation Centre at DIET Campus, Garacharma under Samagra Shiksha, SD-I, CD-I, APWD, Sri Vijaya Puram.
Construction of Research and Innovation Centre at DIET Campus, Garacharma under Samagra Shiksha, SD-I, CD-I, APWD, Sri Vijaya Puram.
2026_APWD_22442_1
58/NIT/DB/CD-I/SVP/25-26
Open Tender
Civil Works - Buildings
90 days
Garacharma
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹22,840
26 Mar 2026
20 Mar 2026
23 Mar 2026
20 Mar 2026
23 Mar 2026
20 Mar 2026
20 Mar 2026 - 20 Mar 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth 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. | ||||||
| 1.1 | All kinds of soil. | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2Filling 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. | ||||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||
| 3.1 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 3.2 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 4Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm 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. | ||||||
| 5Providing 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 : | ||||||
| 5.1 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 6Reinforced 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: | ||||||
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