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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹37.9 LAdmitted-Finance | -24.51% | ₹37.9 L | L1 | Admitted-Finance |
| 2 | L2₹44.4 LAdmitted-Finance | -11.59% | ₹44.4 L | L2 | Admitted-Finance |
| 3 | L3₹47.7 LAdmitted-Finance | -5.00% | ₹47.7 L | L3 | Admitted-Finance |
| 4 | L3₹47.7 LAdmitted-Finance GOVT CONTRACTOR 1 32 MOHAMMED HOUSE 23 JIRGATANG SOUTH ANDAMAN PIN 744206 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744206 | -5.00% | ₹47.7 L | L3 | Admitted-Finance |
| 5 | L4₹54.7 LAdmitted-Finance | +9.00% | ₹54.7 L | L4 | Admitted-Finance |
Tender Value
₹50.2 L
EMD Value
₹1.0 L
Closing Date
27 Mar 2026, 3:00 pmClosed
The Executive Engineer-III (Works), SVPMC
The Executive Engineer-III (Works), SVPMC, Shadipur, Sri Vijaya Puram-744106
Construction of Motorable Road from Sita Ram House to Naresh Garacharma at Ward No.18.
2026_PMBC_22323_1
15/EE-III/RW/MC/2025-26
Open Tender
Civil Works - Roads
300 days
Garacharma
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹1.0 L
27 Mar 2026
13 Mar 2026
27 Mar 2026
13 Mar 2026
27 Mar 2026
13 Mar 2026
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)
Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases of columns, etc. for mass concrete
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Extra for making chequers of approved pattern on cement concrete floors, steps, landings, pavements etc.
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 and for all lift.
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