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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st Rank₹4.8 LAccepted-Finance GOVT CONTRACTOR TEYLERABAD SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹4.8 L | 1st Rank | Accepted-Finance Single Bidder |
Updated dates
Tender Value
₹5.4 L
EMD Value
₹10,760
Closing Date
14 May 2026, 3:00 pmClosed
EE SAD APWD Sri Vijaya Puram
EE SAD APWD Sri Vijaya Puram
A R and M O District Road under Sub Division I SAD APWD SVP for the FY 2026 27 Reconstruction of precast slab and CC drain in front of Pheonix Bay jetty entrance gate
2026_APWD_22670_1
01/EE/SAD/APWD/2026-27
Open Tender
Civil Works - Roads
90 days
EE SAD APWD Sri Vijaya Puram
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹10,760
16 May 2026
10 Apr 2026
15 May 2026
10 Apr 2026
14 May 2026
10 Apr 2026
10 Apr 2026 - 13 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 |
|---|---|---|---|---|---|
| 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 | - | - |
| 2Carriage of surplus earth by mechanical transportation, including loading, unloading, and disposal at an appropriate peripheral location within the jurisdiction of SAD, APWD. The disposal site shall be selected wherever space is available within a lead of ___ km, or as directed by the Engineer-in-Charge. Lead - 5 km | |||||
| 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 | - | - |
| 3.2 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 4Centering and shuttering including strutting, propping etc. and removal of form work for:ing, propping etc. and removal of form work for: | |||||
| 4.1 | Foundations, footings, bases for columns | - | sqm | - | - |
| 5Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but, excluding the cost of reinforcement, with 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). | |||||
| 6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | |||||
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