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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAdmitted-Finance | ₹5.4 L | L1 | Admitted-Finance |
| 2 | L2₹7.8 L+₹2.3 L (42.9%)Admitted-Finance RANGAT | ₹7.8 L+₹2.3 L (42.9%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M KARIKALAN L2 | VMK TRANSPORT AND BUILDERS 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. | 35.55 | cum | 540 ₹19,197 | 200 ₹7,110 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 m and lift upto 1.5 m. | 24.39 | cum | 350 ₹8,536.5 | 180 ₹4,390.2 Lowest |
| 3.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.01 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). | 37.68 | cum | 10,800 ₹4,06,944 | 6,800 ₹2,56,224 Lowest |
| 3.02 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 1.12 | cum | 10,000 ₹11,200 | 7,000 ₹7,840 Lowest |
| 4.00Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | |||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 11.22 | cum | 12,000 ₹1,34,640 | 11,000 ₹1,23,420 Lowest |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 5.01 | Foundations, footings, bases of columns, etc. for mass concrete | 14.38 | sqm | 400 ₹5,752 | 250 ₹3,595 Lowest |
Tender Value
₹8.5 L
EMD Value
₹17,099
Closing Date
30 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
Construction of Culvert near Pandey house at UP-Tikery, Sippighat-01 under Gram Panchayat Sippighat.
2026_RDPRI_22456_1
EE/PRI/SAD-I/RR/2025-26/219
Open Tender
Civil Works - Others
Works
90 days
Sippighat
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Executive Engineer, GPPS
₹17,099
1 Apr 2026
20 Mar 2026
30 Mar 2026
21 Mar 2026
30 Mar 2026
21 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. | 1 | cum | - | - |
| 2Filling 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. | |||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 3.01 | 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). | 1 | cum | - | - |
| 3.02 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | - | cum | - | - |
| 4Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | |||||
| 4.01 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | - | cum | - | - |
| 5Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 5.01 | Foundations, footings, bases of columns, etc. for mass concrete | - | sqm | - | - |
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