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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAdmitted-Finance 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | ₹5.9 L | L1 | Admitted-Finance |
| 2 | L2₹6.9 LAdmitted-Finance RANGAT | ₹6.9 L | L2 | Admitted-Finance |
| 3 | L3₹7.0 LAdmitted-Finance | ₹7.0 L | L3 | Admitted-Finance |
| 4 | L4₹7.4 LAdmitted-Finance | ₹7.4 L | L4 | Admitted-Finance |
| 5 | L5₹7.9 LAdmitted-Finance | ₹7.9 L | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M KARIKALAN L2 | QUADER L4 | CRESCENT CONSTRUCTION L1 | VIVEKANANDA SIKDER L3 | Prem Enterprise L5 |
|---|---|---|---|---|---|---|---|---|
| 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, 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. | ||||||||
| 1.01 | All kinds of soil. | 68.4 | cum | 235 ₹16,074 | 220 ₹15,048 | 100 ₹6,840 | 180 ₹12,312 | 800 ₹54,720 |
| 2.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||
| 2.01 | 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) | 28.8 | cum | 7,486 ₹2.2 L | 8,700 ₹2.5 L | 6,000 ₹1.7 L | 7,800 ₹2.2 L | 8,500 ₹2.4 L |
| 2.02 | 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) | 19.6 | cum | 7,810 ₹1.5 L | 7,850 ₹1.5 L | 7,000 ₹1.4 L | 8,000 ₹1.6 L | 8,500 ₹1.7 L |
| 3.00 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | 23.04 | cum | 8,385 ₹1.9 L | 8,800 ₹2.0 L | 7,800 ₹1.8 L | 9,000 ₹2.1 L | 8,500 ₹2.0 L |
| 4.00Centering and shuttering including strutting, propping etc. and removal of form for: | ||||||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | 177.52 | sqm | 250 ₹44,380 | 230 ₹40,829.60 | 100 ₹17,752 | 200 ₹35,504 | 200 ₹35,504 |
| 5.0012 mm cement plaster of mix: | ||||||||
| 5.01 | 1:4 (1 cement: 4 fine sand) | 104 | sqm | 298 ₹30,992 | 500 ₹52,000 | 400 ₹41,600 | 350 ₹36,400 | 400 ₹41,600 |
Tender Value
₹9.3 L
EMD Value
₹18,697
Closing Date
28 Apr 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
Construction of CC Road from APWD main road to B. Siva house via Tahir house at Calicut Ward No. 07 under Gram Panchayat Calicut.
2026_RDPRI_22763_1
EE/PRI/SAD-I/RR/2026-27/14
Open Tender
Civil Works - Others
90 days
Calicut
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹18,697
4 May 2026
20 Apr 2026
28 Apr 2026
21 Apr 2026
28 Apr 2026
21 Apr 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, 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. | |||||
| 1.01 | All kinds of soil. | - | cum | - | - |
| 2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 2.01 | 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 | - | - |
| 2.02 | 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 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | 1 | cum | - | - |
| 4Centering and shuttering including strutting, propping etc. and removal of form for: | |||||
| 4.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | - | - |
| 512 mm cement plaster of mix: | |||||
| 5.01 | 1:4 (1 cement: 4 fine sand) | - | sqm | - | - |
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