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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-Finance | ₹5.9 L | L1 | Accepted-Finance ACCEPTED |
| 2 | L2₹6.1 LAccepted-Finance | ₹6.1 L | L2 | Accepted-Finance ACCEPTED |
| 3 | L3₹6.5 LAccepted-Finance | ₹6.5 L | L3 | Accepted-Finance ACCEPTED |
| 4 | L4₹6.8 LAccepted-Finance GARACHARMA POST SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹6.8 L | L4 | Accepted-Finance ACCEPTED |
| 5 | L5₹6.8 LAccepted-Finance | ₹6.8 L | L5 | Accepted-Finance ACCEPTED |
Tender Value
₹9.1 L
EMD Value
₹18,223
Closing Date
12 Jan 2026, 3:00 pmClosed
EE, SVPND, APWD, Sri Vijaya Puram
EE, SVPND, APWD, Sri Vijaya Puram
Protection of compound wall around CAT Complex building under Supply line section, SD-II, SVPND, APWD, Sri Vijaya Puram (Balance Work).
2025_APWD_21231_1
NIT No. 44/EE/SVPND/2025-26
Open Tender
Civil Works - Others
30 days
Sri Vijaya Puram
Please refer tender documents
7 documents required · 7 mandatory
₹0
₹18,223
22 Jan 2026
30 Dec 2025
13 Jan 2026
30 Dec 2025
12 Jan 2026
1 Jan 2026
30 Dec 2025 - 10 Jan 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 (including equivalent design mix)
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:
Channels, angles, tees and flats
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.
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
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.
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Providing and laying hollow cement concrete block walling 150mm thick consisting hollow block of size 400 x 150x200mm of mix 1:3:6(1cement :3 coarse sand:6 graded stone agg. 10mm nominal down size) having a crushing strength of 3.5N/mm2 at 28 days as per I.S. 2185 (Part-I) 1979 laid in cement mortar 1:6(1cement : 6 coarse sand).
Upto floor five level
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
G.I. pipes
12 mm cement plaster of mix:
1:4(1 cement: 4 fine sand)
6 mm cement plaster of mix:
1:3(1 cement :3 fine sand)
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Finishing walls with water proofing cement paint of required shade:
New work (Two or more coats applied @ 3.84 kg/10 sqm)
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