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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC VIJAY BHAVAN PUNNAVILAKAM VETTU ROAD PALLIPPURAM KANIYAPURAM P O TRIVANDRUM 695301 | TRIVANDRUM | THIRUVANANTHAPURAM | KERALA | 695301 | ₹7.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.1 LRejected-Finance | ₹8.1 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | sinoj kumar.k L2 | VIJAYAKUMAR M L1 |
|---|---|---|---|---|---|
| 1.00RAIN SHELTER | |||||
| 1.00 | 2.8.1: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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 2.15 | cum | 300 ₹643.5 | 285.23 ₹611.82 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 3 | sqm | 360 ₹1,080 | 314.21 ₹942.63 |
| 1.00 | 4.1.4: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 40 mm nominal size derived from natural sources) | 1.5 | cum | 8,000 ₹12,000 | 7,326.61 ₹10,989.92 |
| 1.00 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes | 1,700.25 | kg | 173.5 ₹2,94,993.03 | 168.42 ₹2,86,355.77 |
| 1.00 | 13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture . | 122.78 | sqm | 210 ₹25,782.75 | 192.66 ₹23,653.83 |
| 1.01 | OD397066/2025-2026::Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 2.04 | cum | 5,100 ₹10,404 | 5,088.91 ₹10,381.38 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 6.12 | sqm | 340 ₹2,080.8 | 316.02 ₹1,934.04 |
| 1.01 | 12.47.1:Providing & fixing UV stabilised fibre glass reinforced plastic sheet rooting up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8 mm dia G.I plain/ bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovings incorporating minimum 0.3% ultra-violet stabiliser in resin system under approxirnately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.2 mm thick corrugate 2.5"or 4.2" or 6") or step-down (2' or 3" or 6") as specified. | 345 | sqm | 1,350 ₹4,65,750 | 1,254.12 ₹4,32,671.4 |
Tender Value
Refer Docs
EMD Value
₹21,172
Closing Date
13 Mar 2026, 5:00 pmClosed
AE Bedadka Gp
AE Bedadka Gp
BEDADUKA GP PRO NO 145 2025 26 RAIN SHELTER FOR KARSHIKA KARMA SENA
2026_LSGD_841930_5
09 AE LID AND EW BDKA PHASE IX
Open Tender
Civil Works - Others
Bedadka Gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,172
Yes
22 Jun 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
RAIN SHELTER
2.8.1: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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
4.1.4: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 40 mm nominal size derived from natural sources)
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
OD397066/2025-2026::Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
12.47.1:Providing & fixing UV stabilised fibre glass reinforced plastic sheet rooting up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8 mm dia G.I plain/ bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovings incorporating minimum 0.3% ultra-violet stabiliser in resin system under approxirnately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.2 mm thick corrugate 2.5"or 4.2" or 6") or step-down (2' or 3" or 6") as specified.
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