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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC SALIM MANZIL KARIMANCODE P O PALODE THIRUVANANTHAPURAM 695 562 | KOLLAM | KERALA | 695562 | ₹4.2 L | L1 | Accepted-AOC L1 Bid and hence accepted |
| 2 | L2₹4.2 LRejected-AOC | ₹4.2 L | L2 | Rejected-AOC L2 Bid and hence rejected |
| 3 | L3₹4.3 LRejected-AOC | ₹4.3 L | L3 | Rejected-AOC L3 Bid and hence rejected |
| Sl No | Description | Qty | Unit | NAZEEM LAL A S L1 | AJEESH KUMAR N L3 | VIVEK N S L2 |
|---|---|---|---|---|---|---|
| 1.00Rain Shelter | ||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 150 | sqm | 18 ₹2,700 | 20 ₹3,000 | 15 ₹2,250 |
| 1.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 150 | sqm | 95 ₹14,250 | 150 ₹22,500 | 125 ₹18,750 |
| 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 | 1.46 | cum | 350 ₹510.3 | 290 ₹422.82 | 250 ₹364.5 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 2.87 | cum | 8,000 ₹22,968 | 7,000 ₹20,097 | 7,800 ₹22,393.8 |
| 1.00 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 1.9 | cum | 7,200 ₹13,651.2 | 6,050 ₹11,470.8 | 6,200 ₹11,755.2 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 12.61 | cum | 7,900 ₹99,619 | 6,100 ₹76,921 | 7,800 ₹98,358 |
| 1.01 | 4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts | 16.64 | sqm | 830 ₹13,811.2 | 820 ₹13,644.8 | 920 ₹15,308.8 |
| 1.01 | 13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | 37 | sqm | 320 ₹11,840 | 1,166 ₹43,142 | 300 ₹11,100 |
| 1.01 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 949.8 | kg | 210 ₹1,99,458 | 160 ₹1,51,968 | 210 ₹1,99,458 |
Tender Value
₹4.7 L
EMD Value
₹11,869
Closing Date
7 Nov 2025, 6:00 pmClosed
ASST EXE ENGINEER AGRI TVPM
Office of Asst Exe Engineer(Agri) World Market Compound NH-66 Bypass Venpalavattom Anayara P O PIN 695029
GENERAL-BN-Peringamala-Construction of New Rain Shelter-Construction of new rainshelter near existing one-General Civil Work
2025_AGRI_814979_1
AGRI/DOA/TR/298/2025_5_1_1/1
Open Tender
Civil Works - Others
180 days
Thiruvananthapuram
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,050
₹11,869
6 Feb 2026
25 Oct 2025
10 Nov 2025
25 Oct 2025
7 Nov 2025
25 Oct 2025
25 Oct 2025 - 7 Nov 2025
Amount
Rain Shelter
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil
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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
OD3026/2025-2026:Supplying and laying shade net 50 % green/black shade net including fixing in position tying using nylon wire etc complete
OD3024/2025-2026:Supplying and laying UV stabilized poly ethelene sheet fil 200 Micron thick 5 layer sheet, IR blocking anti drip/ fogging on the GI truss work using with aluminum locking profile etc. complete
OD3025/2025-2026:Supplying and fixing Aluminum Locking profile with zig zag spring and lifting and locking arrangement
VIVEK N S (BID ID -2429281)
AJEESH KUMAR N (BID ID -2432662)
Bidder Name
NAZEEM LAL A S
AJEESH KUMAR N
VIVEK N S
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