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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.0 LAccepted-Finance RANGAT MIDDLE ANDAMAN | ₹12.0 L | 1 | Accepted-Finance Being L1 |
| 2 | 2₹13.5 L+₹1.5 L (12.3%)Accepted-Finance | ₹13.5 L+₹1.5 L (12.3%) | 2 | Accepted-Finance Being L2 |
| 3 | 3₹14.0 L+₹1.9 L (16.1%)Accepted-Finance RANGAT | ₹14.0 L+₹1.9 L (16.1%) | 3 | Accepted-Finance Being L3 |
| 4 | 4₹14.0 L+₹2.0 L (16.3%)Accepted-Finance | ₹14.0 L+₹2.0 L (16.3%) | 4 | Accepted-Finance Being L4 |
| 5 | 5₹14.0 L+₹2.0 L (16.3%)Accepted-Finance | ₹14.0 L+₹2.0 L (16.3%) | 5 | Accepted-Finance Being L5 |
Tender Value
₹19.1 L
EMD Value
₹38,133
Closing Date
28 Feb 2024, 12:00 pmClosed
Executive Engineer
Executive Engineer, CD-I, APWD, Rangat
Construction of CC retaining wall at ITI Bakultala Campus.
2024_APWD_13560_1
93/DB/CD-I/RGT/2023-24
Open Tender
Civil Works - Others
Item Rate
60 days
Bakultala
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹38,133
6 Mar 2024
20 Feb 2024
28 Feb 2024
20 Feb 2024
28 Feb 2024
20 Feb 2024
Amount
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, for all lift, 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 20 mm nominal size derived from natural sources)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
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)
Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases for columns
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
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 for all lift
C. KANDASAMY
M KARIKALAN
RAMU BHOOMI
D.BIJU
SHIPRA CONSTRUCTION
SELVAM RAJESH
S JAYA KUMAR
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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