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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | -19.30% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 CrAdmitted-Finance 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 | -15.45% | ₹1.8 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.9 CrAdmitted-Finance | -12.05% | ₹1.9 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.9 CrAdmitted-Finance | -10.99% | ₹1.9 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.9 CrAdmitted-Finance BACK SIDE OF HOTEL MSM DAIRY FARM PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | -9.80% | ₹1.9 Cr | L5 | Admitted-Finance |
Tender Value
₹2.1 Cr
EMD Value
₹4.3 L
Closing Date
23 Apr 2026, 3:00 pmClosed
Executive Engineer, RCD, APWD, Wimberlygunj
Executive Engineer, RCD, APWD, Wimberlygunj
Construction of Treatment Plant and Extension of pipeline network at Dundus Point under RCD, APWD, Wimberlygunj.
2026_APWD_22688_1
NIT No. 71/SE/CC-I/2026-27
Open Tender
Civil Works - Water Works
330 days
RCD, APWD, Wimberlygunj
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹4.3 L
Conference Hall , CC-I
12 May 2026
13 Apr 2026
24 Apr 2026
14 Apr 2026
23 Apr 2026
20 Apr 2026
20 Apr 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 |
|---|---|---|---|---|---|---|
| 1Banking excavated earth by mechanical / manual means in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 0.5 tonne roller, or wooden or steel ramnners, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and for all lift: | ||||||
| 1.01 | All kinds of soil | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | ||||||
| 2.01 | All kinds of soil | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||
| 3.01 | All kinds of soil. | - | cum | - | - | - |
| 4Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: | ||||||
| 4.01 | All kinds of soil | - | - | - | - | - |
| 4.02 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | - | metre | - | - | - |
| 5Extra rates (%) for quantities of works, executed: Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these dificult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in dificult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored. | ||||||
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