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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹19.7 LAccepted-Finance | ₹19.7 L | 1 | Accepted-Finance Being L1 |
| 2 | 2₹20.5 L+₹75,629.40 (3.84%)Accepted-Finance | ₹20.5 L+₹75,629.40 (3.84%) | 2 | Accepted-Finance Being L2 |
| 3 | 3₹20.6 L+₹86,061.04 (4.37%)Accepted-Finance 2 GROUND FLOOR RANGAT JK AGENCY RANGAT VILLAGE TOWN HAWAMAHAL CITY RANGAT NORTH AND MIDDLE ANDAMAN ANDAMAN AND NICOBAR ISLANDS 744205 INDIA | NORTH AND MIDDLE ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744205 | ₹20.6 L+₹86,061.04 (4.37%) | 3 | Accepted-Finance Being L3 |
| 4 | 4₹21.3 L+₹1.5 L (7.80%)Accepted-Finance | ₹21.3 L+₹1.5 L (7.80%) | 4 | Accepted-Finance Being L4 |
| 5 | 5₹21.4 L+₹1.7 L (8.47%)Accepted-Finance RANGAT MIDDLE ANDAMAN | ₹21.4 L+₹1.7 L (8.47%) | 5 | Accepted-Finance Being L5 |
Tender Value
₹26.1 L
EMD Value
₹52,158
Closing Date
10 Jun 2026, 12:00 pmClosed
Executive Engineer
Executive Engineer, CD-I, APWD, Rangat
Renovation of 02 Nos. Ty-II and 02 Nos. Ty-III of PMB staff quarter located at Rangat Bay.
2026_APWD_23140_1
05/DB/CD-I/RGT/2026-27
Open Tender
Civil Works - Buildings
Percentage
180 days
Rangat Bay
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹52,158
9 Jul 2026
25 May 2026
10 Jun 2026
25 May 2026
10 Jun 2026
25 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 | 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. | 1.34 | cum | 3,280.95 | ₹4,396.47 |
| 2Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : | |||||
| 2.1 | Of area 3 sq. metres and below | 48 | each | 343.65 | ₹16,495.2 |
| 3Earth 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. | |||||
| 3.1 | All kinds of soil. | 5 | cum | 334.7 | ₹1,673.5 |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.1 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.4 | cum | 10,231.3 | ₹4,092.52 |
| 5 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm 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. | 35.64 | sqm | 1,123.5 | ₹40,041.54 |
| 6Providing 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 : | |||||
| 6.1 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | 1.5 | cum | 14,515.65 | ₹21,773.48 |
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