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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC AR CONSTRUCTIONS | ₹1.4 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹1.4 Cr+₹85,159 (0.59%)Rejected-Finance | ₹1.4 Cr+₹85,159 (0.59%) | L2 | Rejected-Finance L2 bidder |
| 3 | L3₹1.5 Cr+₹4.2 L (2.89%)Rejected-Finance | ₹1.5 Cr+₹4.2 L (2.89%) | L3 | Rejected-Finance L3 bidder |
| 4 | L4₹1.5 Cr+₹4.6 L (3.22%)Rejected-Finance | ₹1.5 Cr+₹4.6 L (3.22%) | L4 | Rejected-Finance L4 bidder |
| 5 | L5₹1.5 Cr+₹7.3 L (5.08%)Rejected-Finance | ₹1.5 Cr+₹7.3 L (5.08%) | L5 | Rejected-Finance L5 bidder |
| Sl No | Description | Qty | Unit | AR CONSTRUCTIONS L1 | YES YEM CONSTRUCTION L10 | SINOY P K L4 | E.K.Abdulsalam L5 | Mountcarve Projects LLP L2 | Moideen.E L6 | IJAS C L9 | KUNHIMAHIN KUTTI HAJI CONSTRUCTION PRIVATE LIMITED L8 | TARIKH ANVAR E L3 | ZAYN INFRASTRUCTURE PRIVATE LIMITED L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Ground Development work, Drain & Fencing (CPWD) | |||||||||||||
| 1.01 | 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 | 7,000 | sqm | 8.65 ₹60,530.19 | 5 ₹35,000 Lowest | 14 ₹98,000 | 13.8 ₹96,600 | 6 ₹42,000 | 14.54 ₹1,01,780 | 15.42 ₹1,07,971.5 | 15.13 ₹1,05,914.9 | 13.8 ₹96,600 | 15 ₹1,05,000 |
| 1.02 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated
earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of
soil | 6,850 | cum | 151.72 ₹10,39,263.17 | 175 ₹11,98,750 | 195 ₹13,35,750 | 200 ₹13,70,000 | 180 ₹12,33,000 | 210.57 ₹14,42,404.5 | 223.33 ₹15,29,844.75 | 219.08 ₹15,00,704.85 | 198 ₹13,56,300 | 115 ₹7,87,750 Lowest |
| 1.03 | od6228/2025_2026 : Filling with available earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering and rolling every 3rd and top most layer with power roller of minimum 8 tonnes, for all leads including all lifts involved as per the direction of site Engineer-in-charge. ( Based on DSR Item No. 50.2.26.1 and 2.2.1) | 6,850 | cum | 73.99 ₹5,06,798.94 | 600 ₹41,10,000 | 30 ₹2,05,500 | 30 ₹2,05,500 | 21 ₹1,43,850 Lowest | 32.18 ₹2,20,433 | 34.14 ₹2,33,828.17 | 33.49 ₹2,29,374.3 | 30.5 ₹2,08,925 | 250 ₹17,12,500 |
| 1.04 | 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 | 474.9 | cum | 200.48 ₹95,207.96 | 200 ₹94,980 Lowest | 272 ₹1,29,172.8 | 277.4 ₹1,31,737.26 | 210 ₹99,729 | 292.15 ₹1,38,742.03 | 309.86 ₹1,47,150.14 | 303.95 ₹1,44,347.28 | 270 ₹1,28,223 | 296 ₹1,40,570.4 |
| 1.05 | 4.1.8 : 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 : 8 graded stone aggregate 40 nominal size) | 54.92 | cum | 6,054.75 ₹3,32,557.35 Lowest | 6,500 ₹3,57,012.5 | 6,250 ₹3,43,281.25 | 6,368 ₹3,49,762.4 | 6,720 ₹3,69,096 | 6,704.94 ₹3,68,268.83 | 7,111.3 ₹3,90,588.34 | 6,975.85 ₹3,83,148.57 | 6,231 ₹3,42,237.67 | 6,772 ₹3,71,952.1 |
| 1.06 | 4.1.3 : 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 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 24.3 | cum | 7,099.56 ₹1,72,519.41 Lowest | 8,200 ₹1,99,260 | 7,330 ₹1,78,119 | 7,467 ₹1,81,448.1 | 8,250 ₹2,00,475 | 7,861.95 ₹1,91,045.39 | 8,338.43 ₹2,02,623.8 | 8,179.6 ₹1,98,764.3 | 7,500 ₹1,82,250 | 7,942 ₹1,92,990.6 |
| 1.07 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | 180.77 | cum | 8,071.78 ₹14,59,112.02 Lowest | 8,600 ₹15,54,596.2 | 8,333 ₹15,06,331.41 | 8,490 ₹15,34,711.83 | 8,502 ₹15,36,881.03 | 8,938.57 ₹16,15,798.48 | 9,480.3 ₹17,13,725.93 | 9,299.73 ₹16,81,083.53 | 8,500 ₹15,36,519.5 | 9,028 ₹16,31,964.48 |
| 1.08 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 36 | sqm | 297.91 ₹10,724.97 | 330 ₹11,880.33 | 307 ₹11,052.31 | 313.33 ₹11,280.19 | 420 ₹15,120.42 | 329.91 ₹11,877.09 | 349.9 ₹12,596.82 | 343.24 ₹12,356.88 | 330 ₹11,880.33 | 175 ₹6,300.17 Lowest |
| 1.09 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 604.62 | sqm | 297.91 ₹1,80,121.48 | 380 ₹2,29,756.36 | 307 ₹1,85,618.95 | 313.33 ₹1,89,446.21 | 303 ₹1,83,200.47 | 329.91 ₹1,99,470.84 | 349.9 ₹2,11,558.45 | 343.24 ₹2,07,528.76 | 330 ₹1,99,525.26 | 175 ₹1,05,808.85 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
30 Jun 2025, 3:00 pmClosed
The Chief Engineer, Sports Kerala Foundation
Jimmy George Indoor Stadium, Vellayambalam, Thiruvananthapuram
Ground Development work, Drain, Fencing, Construction of Retaining wall and Compound wall with gate
2025_SKF_770993_1
88/SKF/CE/2025-26
Open Tender
Civil Works - Others
Item Rate
270 days
Palakkad
Please refer tender document
6 documents required · 6 mandatory
₹5,900
₹50,000
8 Aug 2025
21 Jun 2025
2 Jul 2025
21 Jun 2025
30 Jun 2025
21 Jun 2025
Amount
Ground Development work, Drain & Fencing (CPWD)
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
2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
od6228/2025_2026 : Filling with available earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering and rolling every 3rd and top most layer with power roller of minimum 8 tonnes, for all leads including all lifts involved as per the direction of site Engineer-in-charge. ( Based on DSR Item No. 50.2.26.1 and 2.2.1)
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
4.1.8 : 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 : 8 graded stone aggregate 40 nominal size)
4.1.3 : 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 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
od197839/2023_2024 : Steel work for fencing with G I pipes 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(Rate based on CPWD 50.10.2)
16.70.1 : 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
13.50.3 : Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
od197837/2023_2024 : Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
Construction of Retaining wall, compound wall with gate
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
4.1.8 : 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 : 8 graded stone aggregate 40 nominal size)
5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.2.2 : 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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.22A.6 : 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
60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.48.1 : Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
10.25.2 : Item Shifted to head 14 as item 14.74Steel 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
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
Mountcarve Projects LLP (BID ID -2236106)
TARIKH ANVAR E (BID ID -2232888)
SINOY P K (BID ID -2235634)
E.K.Abdulsalam (BID ID -2235881)
Moideen.E (BID ID -2236381)
ZAYN INFRASTRUCTURE PRIVATE LIMITED (BID ID -2236283)
KUNHIMAHIN KUTTI HAJI CONSTRUCTION PRIVATE LIMITED (BID ID -2236479)
IJAS C (BID ID -2236463)
YES YEM CONSTRUCTION (BID ID -2235083)
Bidder Name
E.K.Abdulsalam
YES YEM CONSTRUCTION
Moideen.E
SINOY P K
IJAS C
TARIKH ANVAR E
KUNHIMAHIN KUTTI HAJI CONSTRUCTION PRIVATE LIMITED
AR CONSTRUCTIONS
ZAYN INFRASTRUCTURE PRIVATE LIMITED
Mountcarve Projects LLP
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