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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAdmitted-Finance GOVT CONTRACTOR STEWARTGUNJ SOUTH ANDAMAN PIN 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | ₹10.3 L | L1 | Admitted-Finance |
| 2 | L2₹11.8 L+₹1.5 L (14.8%)Admitted-Finance VALLUVAR NAGAR BAMBOOFLAT SOUTH ANDAMAN PIN 744107 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744107 | ₹11.8 L+₹1.5 L (14.8%) | L2 | Admitted-Finance |
| 3 | L3₹12.2 L+₹1.9 L (18.8%)Admitted-Finance COLLINPUR SOUTH ANDAMAN | ₹12.2 L+₹1.9 L (18.8%) | L3 | Admitted-Finance |
| 4 | L4₹15.3 L+₹5.0 L (48.6%)Admitted-Finance | ₹15.3 L+₹5.0 L (48.6%) | L4 | Admitted-Finance |
| 5 | L5₹15.3 L+₹5.0 L (49.0%)Admitted-Finance | ₹15.3 L+₹5.0 L (49.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | N H CONSTRUCTION L1 | M/s Ammu Construction L2 | RAKESH SAHA L3 | KMS CONSTRUCTION L5 | SHUVAM CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Cleaning and Desilting of existing open surface drain upto an average thickness of 30 cm and when required including disposal of rubbish and silt to out side the campus as directed by the Engineer-in-charge. | 14.85 | cum | 400 ₹5,940 | 950 ₹14,107.5 | 250 ₹3,712.5 Lowest | 520 ₹7,722 | 500 ₹7,425 |
| 2.00Earth 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. | ||||||||
| 2.01 | All kinds of soil. | 35.27 | cum | 200 ₹7,054 Lowest | 350 ₹12,344.5 | 350 ₹12,344.5 | 310 ₹10,933.7 | 300 ₹10,581 |
| 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) | 3.49 | cum | 7,000 ₹24,430 Lowest | 8,500 ₹29,665 | 8,500 ₹29,665 | 9,800 ₹34,202 | 9,500 ₹33,155 |
| 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) | 21.01 | cum | 7,300 ₹1,53,373 Lowest | 9,200 ₹1,93,292 | 9,000 ₹1,89,090 | 11,000 ₹2,31,110 | 11,000 ₹2,31,110 |
| 3.03 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | 60.03 | cum | 8,000 ₹4,80,240 Lowest | 9,300 ₹5,58,279 | 10,500 ₹6,30,315 | 14,300 ₹8,58,429 | 14,300 ₹8,58,429 |
| 4.00Centring and shuttering including strutting, propping etc. and removal of form for : | ||||||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete. | 124.2 | sqm | 250 ₹31,050 Lowest | 300 ₹37,260 | 350 ₹43,470 | 260 ₹32,292 | 250 ₹31,050 Lowest |
| 5.00Providing weep holes of size 50 mm dia with 50 mm dia PVC pipe including fitting fixing withgratings of requisite dia slope 1:20 towards drainage surface including packing with well graded stone metal filter of approved quality in the holes as per direction of the Engineer-in-charge. | ||||||||
Tender Value
₹15.0 L
EMD Value
₹29,950
Closing Date
3 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 of CC Road and Drain from Sukhiya Dhanwar house to Muniyandi house at Tirur under Gram Panchayat Collinpur.
2026_RDPRI_23455_1
EE/PRI/SAD-I/RR/26-27/53
Open Tender
Civil Works - Others
Works
120 days
Collinpur
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹29,950
7 Jul 2026
22 Jun 2026
3 Jul 2026
23 Jun 2026
3 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cleaning and Desilting of existing open surface drain upto an average thickness of 30 cm and when required including disposal of rubbish and silt to out side the campus as directed by the Engineer-in-charge. | 1 | cum | - | - |
| 2Earth 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. | |||||
| 2.01 | All kinds of soil. | - | 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) | - | cum | - | - |
| 3.03 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | - | 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 weep holes of size 50 mm dia with 50 mm dia PVC pipe including fitting fixing withgratings of requisite dia slope 1:20 towards drainage surface including packing with well graded stone metal filter of approved quality in the holes as per direction of the Engineer-in-charge. | |||||
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