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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance 124 J N ROAD HADDO P O DELANIPUR SOUTH ANDAMAN ANDAMAN NICOBAR 744102 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744102 | -41.31% | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 CrAdmitted-Finance PURULIA | WEST BENGAL | 723101 | -32.00% | ₹2.3 Cr | L2 | Admitted-Finance |
| 3 | L2₹2.3 CrAdmitted-Finance | -32.00% | ₹2.3 Cr | L2 | Admitted-Finance |
| 4 | L3₹2.4 CrAdmitted-Finance | -28.20% | ₹2.4 Cr | L3 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical GOVT CONTRACTOR ROOM NO 10 MARTHOMA CHURCH SHOPPING COMPLEX POST BOX NO 240 GOAL GHAR SRI VIJAYA PURAM PIN 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | - | - | - | Not Admitted-Fee/PreQual/Technical Others-Similar nature work criteria not fulfilled. |
Tender Value
₹3.3 Cr
EMD Value
₹6.6 L
Closing Date
24 Jul 2026, 3:00 pmClosed
EE, MID, APWD, Hut Bay
EE, MID, APWD, Hut Bay
Laying pipe line D.I 150 mm dia from water treatment plant Hut Bay to Netaji Nagar 8 km for supply of treatment water upto Janta Tikery Permanent Shelter at Little Andaman
2026_APWD_23655_1
NIT/SE/CC-I/MID/2026-27/07
Open Tender
Civil Works - Others
Percentage
330 days
Little Andaman
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹6.6 L
Chamber of SE, CC-I, APWD, Sri Vijaya Puram
29 Jul 2026
8 Jul 2026
24 Jul 2026
8 Jul 2026
24 Jul 2026
8 Jul 2026
8 Jul 2026 - 20 Jul 2026
20 Jul 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 | 335 | - |
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 2.1 | 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) | 9 | cum | 20,810.25 | ₹1,87,292.25 |
| 2.2 | 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) | 6.03 | cum | 19,101.96 | ₹1,15,184.82 |
| 3Providing 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 : | |||||
| 3.1 | 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) | 3.9 | cum | 24,003.85 | ₹93,615.02 |
| 4Reinforced 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: | |||||
| 4.1 | 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) | 3.1 | cum | 25,678.85 | ₹79,604.44 |
| 5Centering and shuttering including strutting, propping etc. and removal of form for | |||||
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tech_eval.pdf
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