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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹15.6 L+₹27,068.10 (1.77%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹15.6 L+₹30,996.60 (2.03%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | Not Admitted-Fee/PreQual/Technical 132 MG ROAD GOAL GHAR PORT BLAIR PIN 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | M/s Jas Construction L2 | P MOHAMMED VASEEM L3 | E M A CONSTRUCTION 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, 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. | 73.17 | cum | 300 ₹21,951 Lowest | 400 ₹29,268 | 300 ₹21,951 Lowest |
| 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) | 45.11 | cum | 9,000 ₹4,05,990 Lowest | 11,000 ₹4,96,210 | 9,250 ₹4,17,267.5 |
| 2.02 | 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) | 67.67 | cum | 12,200 ₹8,25,574 | 11,650 ₹7,88,355.5 Lowest | 12,000 ₹8,12,040 |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form for | ||||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete | 53.82 | sqm | 400 ₹21,528 Lowest | 400 ₹21,528 Lowest | 400 ₹21,528 Lowest |
| 4.0012 mm cement plaster of mix: | ||||||
| 4.01 | 1:4 (1 cement: 4 fine sand) | 451.12 | sqm | 600 ₹2,70,672 | 400 ₹1,80,448 Lowest | 500 ₹2,25,560 |
| 5.00 | Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | 451.12 | sqm | 25 ₹11,278 Lowest | 100 ₹45,112 | 70 ₹31,578.4 |
Tender Value
₹15.3 L
EMD Value
₹30,601
Closing Date
19 Mar 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
Providing and Laying CC Concrete on One side of bituminous road from A. Kunjalvi house to Transformer at W.No.WG-04 under Kanyapuram Gram Panchayat.
2026_RDPRI_22255_1
EE/PRI/SAD-I/RR(CCA)/25-26/212
Open Tender
Civil Works - Others
Works
120 days
Kanyapuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹30,601
23 Mar 2026
10 Mar 2026
19 Mar 2026
11 Mar 2026
19 Mar 2026
11 Mar 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) | 1 | cum | - | - |
| 2.02 | 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) | - | cum | - | - |
| 3Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 3.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | - | - |
| 412 mm cement plaster of mix: | |||||
| 4.01 | 1:4 (1 cement: 4 fine sand) | - | sqm | - | - |
| 5Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc. | |||||
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