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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC AMARAVILA KERALA | THIRUVANANTHAPURAM | KERALA | 695001 | L1 | Accepted-AOC L1 | |
| 2 | L 2₹3.3 L+₹6,138.37 (1.88%)Rejected-Finance AMBANAVILA VEEDU KARODE KARODE P O | KARODE | KERALA | L 2 | Rejected-Finance L 2 |
| Sl No | Description | Qty | Unit | SHIBUDAS D L1 | MANU S S L2 |
|---|---|---|---|---|---|
| 1.00Bus Shelter | |||||
| 1.00 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 2.54 | cum | 263 ₹668.81 | 234.64 ₹596.69 Lowest |
| 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 | 1.23 | cum | 367 ₹451.04 | 327.17 ₹402.09 Lowest |
| 1.00 | 4.1.6: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 40 mm nominal size derived from natural sources) | 2.81 | cum | 8,550 ₹24,008.4 | 7,618.44 ₹21,392.58 Lowest |
| 1.00 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1.05 | cum | 8,109 ₹8,482.01 | 7,225.27 ₹7,557.63 Lowest |
| 1.00 | 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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.27 | cum | 9,441 ₹2,549.07 | 8,200 ₹2,214 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 10.92 | sqm | 394 ₹4,302.48 | 351.05 ₹3,833.47 Lowest |
| 1.01 | 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 | 9.45 | kilogram | 114 ₹1,077.3 | 109 ₹1,030.05 Lowest |
| 1.01 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 25.43 | kilogram | 119 ₹3,026.65 Lowest | 200 ₹5,086.8 |
| 1.01 | 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 | 147.79 | kg | 140 ₹20,690.32 Lowest | 200 ₹29,557.6 |
Tender Value
₹3.6 L
EMD Value
₹8,940
Closing Date
31 Jul 2025, 9:00 amClosed
AE LSGD
AE LSGD,Perumkadavila BP
MLA-SDF-MLA-SDF-Work proposed by Sri. CK Hareendran MLA - Construction of Idichakkaplamoodu Waiting shed
2025_LSGD_778407_2
05/AE/LSGD/PBP/2025-26
Open Tender
Civil Works - Buildings
Item Rate
90 days
Perumkadavila
Please refer Tender documents.
7 documents required · 7 mandatory
₹790
Yes
₹8,940
Yes
25 Sept 2025
22 Jul 2025
1 Aug 2025
22 Jul 2025
31 Jul 2025
22 Jul 2025
22 Jul 2025 - 31 Jul 2025
Amount
Bus Shelter
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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.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
4.1.6: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 40 mm nominal size derived from natural sources)
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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 (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD69347/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.45 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
11.39:Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make in colours White, Ivory, Grey, fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete.
OD69398/2025-2026:Installing and fixing in position Curtain Wall with Aluminium Composite Panel sheets with open grooves for linear as well as curvilinear portions of the partitions wall with 4 mm thick Aluminum Composite Panel for racks partitions etc as per the direction of Engineer in charge.
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
OD69345/2025-2026:Supplying and fixing letters in 3 mm thick translucent white acrylic plastic sheet 15 to 20 cm height fixing in ACP including all charges of fixing and moulding etc complete
50.18.8.8.2:Providing and fixing PVC pipes, fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per the direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 4 kgf/cm2
OD69348/2025-2026:Providing and fixing srmi circular PVC gutter pipe including fixing with clamps at 1 m spacing.this includes joining with one step PVC solvent cement etc -160 mm dia 4kg/cm2
OD69346/2025-2026:S/F Name board of size 75*60cm installed in approprate place visibile to the public made of brick wall with granite plaque incerted an engraving letters completeas per direction of deptl. officers at sit .
MANU S S (BID ID -2261108)
Bidder Name
SHIBUDAS D
MANU S S
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