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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC 275 THURUTHY LAKSHAMVEEDU COLONY ANGANWADY ROAD TILE PAVING WARD 7 | THRISSUR | KERALA | 679105 | L1 | Accepted-AOC AGREEMENT ALREADY EXECUTED DELAY OCCURRED IN EVALUATION STAGE | |
| 2 | L2₹8.1 L+₹65,470.72 (8.76%)Rejected-Finance | L2 | Rejected-Finance NOT ELIGIBLE FOR AOC | |
| 3 | L3₹8.2 L+₹74,173.69 (9.92%)Rejected-Finance KURUPPAMPADY VENDOR | IDUKKI | KERALA | 685533 | L3 | Rejected-Finance NOT ELIGIBLE FOR AOC | |
| 4 | L4₹8.5 L+₹99,641.61 (13.3%)Rejected-Finance ASAMANNOOR GRAMA PANCHAYATH | GOLAGHAT | ASSAM | 785601 | L4 | Rejected-Finance NOT ELIGIBLE FOR AOC | |
| 5 | L5₹8.9 L+₹1.4 L (19.0%)Rejected-Finance CHERUPURAM H CHERUVATTOOR P O | KANNUR | KERALA | 670001 | L5 | Rejected-Finance NOT ELIGIBLE FOR AOC |
| Sl No | Description | Qty | Unit | A J THOMAS L3 | SAJEEV M S L4 | C.A.AZEES L5 | BASIL P VARGHES L1 | Regi Mathew L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Construction of Building | ||||||||
| 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 | 70 | sqm | 130.16 ₹9,111.2 | 134.19 ₹9,393.3 | 140.89 ₹9,862.3 | 120 ₹8,400 Lowest | 129 ₹9,030 |
| 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 | 9.8 | cum | 348.92 ₹3,420.11 | 359.72 ₹3,525.98 | 377.7 ₹3,702.22 | 350 ₹3,430.7 | 345 ₹3,381.69 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) | 3.2 | cum | 7,694.9 ₹24,631.37 | 7,932.89 ₹25,393.18 | 8,329.53 ₹26,662.83 | 6,900 ₹22,086.9 Lowest | 7,615 ₹24,375.62 |
| 1.00 | 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 derived from natural sources) | 2.26 | cum | 10,174.1 ₹23,013.81 | 10,488.77 ₹23,725.6 | 11,013.2 ₹24,911.86 | 9,500 ₹21,489 Lowest | 10,069 ₹22,776.08 |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1.44 | cum | 13,038.87 ₹18,775.97 | 13,442.14 ₹19,356.68 | 14,114.24 ₹20,324.51 | 11,000 ₹15,840 Lowest | 12,904 ₹18,581.76 |
| 1.01 | 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 derived from natural sources) | 1.24 | cum | 12,389.01 ₹15,337.59 | 12,772.18 ₹15,811.96 | 13,410.79 ₹16,602.56 | 11,000 ₹13,618 Lowest | 12,261 ₹15,179.12 |
| 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 | 10.32 | sqm | 374.57 ₹3,865.56 | 386.16 ₹3,985.17 | 405.46 ₹4,184.35 | 350 ₹3,612 Lowest | 371 ₹3,828.72 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 26.28 | sqm | 978.29 ₹25,709.46 | 1,008.55 ₹26,504.69 | 1,058.97 ₹27,829.73 | 900 ₹23,652 Lowest | 968 ₹25,439.04 |
| 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 | 676.08 | kilogram | 109.05 ₹73,726.52 | 112.43 ₹76,011.67 | 118.05 ₹79,811.24 | 100 ₹67,608 Lowest | 108 ₹73,016.64 |
Tender Value
₹8.5 L
EMD Value
₹21,184
Closing Date
1 Nov 2025, 6:30 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LSGD (LID AND EW) SECTION, RAYAMANGALAM GP
Annual Plan-178/2025-2026- Rayamangalam G.P -Kuruppampady market Renovation.- Ward-3-General Civil Work
2025_LSGD_815189_2
ET9/RYM/25-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
RAYAMANGALAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,184
Yes
11 Nov 2025
25 Oct 2025
3 Nov 2025
25 Oct 2025
1 Nov 2025
25 Oct 2025
Amount
Construction of Building
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
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)
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 derived from natural sources)
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
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 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
5.9.6: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
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above 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)
13.48.1: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
50.12.4.2:Providing and fixing false ceiling with 7.5 mm thick PVC wooden grains panel board ceiling of approved quality in aluminium frame work with necessary screws etc complete ( aluminium frame work shall be paid separately)
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete
21.5:Providing and fixing powder coated aluminium work ( minimum thickness of powder coating 50 micron) consisting of tee /angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-Charge ( level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately ).
9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
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
OD354259/2025-2026:Providing and fixing aluminium profile sheet(size ,shape, and pitch of corrugates as approved by engineer) 0.46 mm or nearest available thickness. The sheet shall be fixed using self drilling , self tapping series of size (5.5x5.5 mm) EDPM seal complete cutting etc ( OD 71/21-22 Approved Data CE circular Dated 18-08-2016 )
OD354257/2025-2026:Designing, fabricating,testing and installing Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding INCLUDING aluminium base frame work in pan shape in metalic colour of approved shades made out of 3mm thick aluminium composite panel material. The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.with aluminium composite panel cladding till the handing over of the building for occupation. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, as per item description, as specified, as per theapproved shop drawings and as directed by the Engineer-in-Charge.However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. OD86/21-22 - Modified data 25.7
OD354258/2025-2026:Supplying and fitting Stainless Steel (grade 304) 3D Lettering ENGLISH of size 10- 15cm, 20-30mm projection etc complete as per direction of Engineer in charge at site OD76/21-22
10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover
OD356874/2025-2026:200 mm wide PVC square rain water gutter PVC gutter including clamp p v c end cap all complete..
50.18.9.19.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall
OD356857/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M30 grade made by block making machine with strong vibratory compaction,f approvrd size,design and amp;shape,laid in required color and pattern over and including 50mm thick compacted bed of stone aggregate,..etc.all complete as per the direction of Engineer in charge. OD 80/21-22
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)
13.98.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work
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 .
Regi Mathew (BID ID -2421440)
A J THOMAS (BID ID -2420903)
SAJEEV M S (BID ID -2422997)
C.A.AZEES (BID ID -2423092)
Bidder Name
SAJEEV M S
A J THOMAS
BASIL P VARGHES
C.A.AZEES
Regi Mathew
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