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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.4 LAdmitted-Finance | ₹15.4 L | L1 | Admitted-Finance |
| 2 | L2₹15.5 LAdmitted-Finance | ₹15.5 L | L2 | Admitted-Finance |
| 3 | L3₹15.6 LAdmitted-Finance COLLINPUR SOUTH ANDAMAN | ₹15.6 L | L3 | Admitted-Finance |
| 4 | L4₹16.1 LAdmitted-Finance | ₹16.1 L | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | RAKESH SAHA L3 | SHUVAM CONSTRUCTION L2 | B BABU RAO L4 | JAYDEEP KUMAR DEY L1 |
|---|---|---|---|---|---|---|---|
| 1.00Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | |||||||
| 1.10 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 3.6 | cum | 550 ₹1,980 | 500 ₹1,800 | 3,550 ₹12,780 | 3,200 ₹11,520 |
| 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 m and lift upto 1.5 m. | 39.6 | cum | 150 ₹5,940 | 100 ₹3,960 | 520 ₹20,592 | 450 ₹17,820 |
| 3.00Earth 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. | |||||||
| 3.10 | All kinds of soil | 49.35 | cum | 255 ₹12,584.25 | 250 ₹12,337.50 | 550 ₹27,142.50 | 495 ₹24,428.25 |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||||
| 4.10 | 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) | 21.5 | cum | 9,800 ₹2.1 L | 9,500 ₹2.0 L | 11,000 ₹2.4 L | 10,300 ₹2.2 L |
| 4.20 | 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 | 43.7 | cum | 13,000 ₹5.7 L | 12,500 ₹5.5 L | 11,300 ₹4.9 L | 11,000 ₹4.8 L |
| 5.00 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete | 41.76 | cum | 12,500 ₹5.2 L | 13,500 ₹5.6 L | 12,600 ₹5.3 L | 12,500 ₹5.2 L |
| 6.00Centering and shuttering including strutting, propping etc. and removal of form for | |||||||
Tender Value
Refer Docs
EMD Value
₹29,798
Closing Date
13 Mar 2026, 10:00 amClosed
ee/zp/sa
Executive Engineer Zilla Parishad South Andaman Sri Vijaya Puram
conversion of existing damaged cc footpath into cc road from main road to sankar baniks house at manglutan under gram panchayat guptapara length 145 mtrs
2026_OEEPB_22168_1
EE/ZP/SA/2025-2026/14
Open Tender
Civil Works - Others
180 days
manglutan
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹29,798
18 Mar 2026
5 Mar 2026
16 Mar 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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 m and lift upto 1.5 m.
Earth 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.
All kinds of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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)
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources
Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level
1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources
12 mm cement plaster of mix :
1:4 (1 cement: 4 coarse sand)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
40 mm thick with 20 mm nominal size stone aggregate
Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc
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