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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.2 LAccepted-Finance GARACHARMA POST SRI VIJAYA PURAM PIN 744105 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744105 | ₹18.2 L | L1 | Accepted-Finance ACCEPTED |
| 2 | L2₹19.0 LAccepted-Finance | ₹19.0 L | L2 | Accepted-Finance ACCEPTED |
| 3 | L3₹19.3 LAccepted-Finance | ₹19.3 L | L3 | Accepted-Finance ACCEPTED |
| 4 | L4₹21.0 LAccepted-Finance | ₹21.0 L | L4 | Accepted-Finance ACCEPTED |
| 5 | L5₹22.6 LAccepted-Finance | ₹22.6 L | L5 | Accepted-Finance ACCEPTED |
Tender Value
₹28.7 L
EMD Value
₹57,453
Closing Date
15 Jan 2026, 3:00 pmClosed
EE, SVPND, APWD, Sri Vijaya Puram
EE, SVPND, APWD, Sri Vijaya Puram
Lifting of existing RCC retaining wall for development of Playground at Govt. Boys Sr. Sec. School under Middle Point Section, SD-I, SVPND, APWD, Sri Vijaya Puram
2026_APWD_21418_1
NIT No. 50/EE/SVPND/2025-26
Open Tender
Civil Works - Others
60 days
Sri Vijaya Puram
Please refer tender documents
7 documents required · 7 mandatory
₹0
₹57,453
22 Jan 2026
10 Jan 2026
16 Jan 2026
10 Jan 2026
15 Jan 2026
12 Jan 2026
10 Jan 2026 - 14 Jan 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.
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
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-Ill) derived from natural sources : 4 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)
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
Columns, Pillars, Piers, Abutments, Posts and Struts
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.
12 mm cement plaster of mix:
1:4(1 cement: 4 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade:
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
Two or more coats on new work
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
Finishing walls with Acrylic Smooth exterior paint of required shade:
Old work (One or more coat applied @0.90 Itr/10 sqm).
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
With cement mortar 1:4 (1 cement : 4 fine sand)
Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in- charge.
Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.
G.I. Tubes
Providing and fixing PVC weep hole.
75mm dia PVC pipe
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