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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.4 LAccepted-Finance | ₹26.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹27.2 L+₹74,334.24 (2.81%)Rejected-Finance | ₹27.2 L+₹74,334.24 (2.81%) | L2 | Rejected-Finance L2 |
| 3 | L3₹29.5 L+₹3.1 L (11.8%)Rejected-Finance BAMBOOFLAT SOUTH ANDAMAN | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹29.5 L+₹3.1 L (11.8%) | L3 | Rejected-Finance L3 |
| 4 | L4₹33.3 L+₹6.8 L (25.9%)Rejected-Finance | ₹33.3 L+₹6.8 L (25.9%) | L4 | Rejected-Finance L4 |
Tender Value
₹31.1 L
EMD Value
₹62,204
Closing Date
20 Jul 2026, 3:00 pmClosed
The Executive Engineer-III (Works), SVPMC
The Executive Engineer-III (Works), SVPMC, Shadipur, Sri Vijaya Puram-744106
Construction of Indoor Game Shed behind Teachers Quarter at Garacharma in Ward No.18.
2026_PMBC_23733_1
04/NIT/EE-III/W/MC/2026-27
Open Tender
Civil Works - Others
Percentage
180 days
Garacharma
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹62,204
31 Aug 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 1 | Cum | 367.24 | ₹366.87 |
| 2 | 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 | Cum | 9,610.71 | ₹9,601.1 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | 1 | Sqm | 553.26 | ₹552.71 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | - | Sqm | 1,188.64 | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases for columns | 1 | Sqm | 553.26 | ₹552.71 |
| 6 | Reinforced 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 :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | Cum | 15,311.88 | - |
| 7 | 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. | 2,262.68 | Kg | 152.16 | ₹3,44,289.39 |
| 8 | 12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand) | 1 | Sqm | 489.64 | ₹489.15 |
| 9 | Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
Ridges plain (500 - 600mm) | 1 | Mtr | 751.07 | ₹750.32 |
| 10 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | - | Sqm | 1,042.12 | - |
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