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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.9 LAdmitted-Finance | ₹6.9 L | L1 | Admitted-Finance |
| 2 | L2₹7.9 L+₹1.0 L (14.7%)Admitted-Finance GOVT CONTRACTOR STEWARTGUNJ SOUTH ANDAMAN PIN 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | ₹7.9 L+₹1.0 L (14.7%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected due to experience not as per NIT Condition |
| Sl No | Description | Qty | Unit | N H CONSTRUCTION L2 | Rising Construction Co-Operative Society Ltd L1 |
|---|---|---|---|---|---|
| 1.00Earth 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. | |||||
| 1.01 | All kinds of soil. | 36.55 | cum | 400 ₹14,620 | 240 ₹8,772 Lowest |
| 2.00 | 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 lift. | 38.37 | cum | 300 ₹11,511 | 290 ₹11,127.3 Lowest |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : | |||||
| 3.01 | 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) | 2.64 | cum | 9,000 ₹23,760 | 8,800 ₹23,232 Lowest |
| 3.02 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 33.43 | cum | 10,000 ₹3,34,300 | 9,200 ₹3,07,556 Lowest |
| 3.03 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 7.6 | cum | 11,500 ₹87,400 | 10,200 ₹77,520 Lowest |
| 4.00Centring and shuttering including strutting, propping etc. and removal of form for : | |||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete. | 149.84 | sqm | 500 ₹74,917.5 | 320 ₹47,947.2 Lowest |
| 5.00Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : | |||||
Tender Value
₹8.7 L
EMD Value
₹17,434
Closing Date
20 Jul 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer (PRI) South Andaman Division-I No. J/4, Old Councilor Bungalow, Junglighat, Sri Vijaya Puram, South Andaman
Renovation with Conversion of the existing CC Footpath to CC Road near Saidalvi s house to near Ring Well along with G.I. Hand Railing and Retaining Wall at Hope Town W.No. 02 under Hope Town Gram Panchayat by Samiti.
2026_RDPRI_23705_1
EE/PRI/SAD-I/RR(CCA)/26-27/51
Open Tender
Civil Works - Others
Works
180 days
Hope Town
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹17,434
22 Jul 2026
10 Jul 2026
20 Jul 2026
11 Jul 2026
20 Jul 2026
11 Jul 2026
| 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. | |||||
| 1.01 | All kinds of soil. | 1 | cum | - | - |
| 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 lift. | 1 | cum | - | - |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : | |||||
| 3.01 | 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) | - | cum | - | - |
| 3.02 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 3.03 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 4Centring and shuttering including strutting, propping etc. and removal of form for : | |||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete. | - | sqm | - | - |
| 5Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : | |||||
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