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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-Finance GOVT CONTRACTOR 23 KM ROAD PREM NAGAR PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | ₹5.5 L | L1 | Accepted-Finance ACCEPTED |
| 2 | L2₹6.1 LAccepted-Finance | ₹6.1 L | L2 | Accepted-Finance ACCEPTED |
| 3 | L3₹6.2 LAccepted-Finance | ₹6.2 L | L3 | Accepted-Finance ACCEPTED |
| 4 | L4₹6.2 LAccepted-Finance | ₹6.2 L | L4 | Accepted-Finance ACCEPTED |
| 5 | L5₹6.5 LAccepted-Finance | ₹6.5 L | L5 | Accepted-Finance ACCEPTED |
Tender Value
₹7.4 L
EMD Value
₹14,721
Closing Date
5 May 2026, 3:00 pmClosed
EE, SVPND, APWD, Sri Vijaya Puram
EE, SVPND, APWD, Sri Vijaya Puram
Construction of RCC Retaining wall for a length of 13.50 mtr Height 2.00 mtr at Ty-III Qtr no. H-114 and H-115 under Haddo Section SD-IV SVPND APWD Sri Vijaya Puram
2026_APWD_22807_1
NIT No. 05/EE/SVPND/2026-27
Open Tender
Civil Works - Buildings
90 days
Sri Vijaya Puram
Please refer tender documents
7 documents required · 7 mandatory
₹0
₹14,721
11 May 2026
27 Apr 2026
6 May 2026
27 Apr 2026
5 May 2026
28 Apr 2026
27 Apr 2026 - 4 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 | 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 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 lif. | - | cum | 1 | - | BI01010001010000000000000515BI0100001122 |
| 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 | 1 | - | - |
| 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 | 1 | - | - |
| 4Providing 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 : | ||||||
| 4.1 | 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) | 1 | cum | - | - | - |
| 5Reinforced 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: | ||||||
| 5.1 | 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 | 1 | - | - |
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