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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L4 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | lonappan kattookaran L5 | Johny KT L3 | NYJO CHERIYAN PANIKULAM L6 | Rajeev P A L1 | Tomy. I.K L7 | Johnson V K L4 | RIDSON N.R L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Anganwadi Building | ||||||||||
| 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 | 81 | sqm | 18 ₹1,458 | 16.78 ₹1,359.18 | 18.01 ₹1,458.81 | 10 ₹810 Lowest | 19.1 ₹1,547.1 | 17.02 ₹1,378.62 | 15 ₹1,215 |
| 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 | 12.3 | cum | 350 ₹4,306.75 | 332.02 ₹4,085.51 | 356.12 ₹4,382.06 | 340 ₹4,183.7 | 377.72 ₹4,647.84 | 336.69 ₹4,142.97 | 320 ₹3,937.6 Lowest |
| 1.00 | OD84579/2025-2026:DRY RUBBLE MASONRY with hard stone,in foundation and superstructure including packing to compactness to lines and levels,cost and conveyance of all materials labour charges etc.complete as per approved drawing and relevant technical specification(Modified 75.7.1) | 12.17 | cum | 3,900 ₹47,463 | 3,685.96 ₹44,858.13 | 3,953.53 ₹48,114.46 | 3,600 ₹43,812 Lowest | 4,193.13 ₹51,030.39 | 3,737.87 ₹45,489.88 | 3,700 ₹45,029 |
| 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) | 6.32 | cum | 8,000 ₹50,552 | 7,701.04 ₹48,662.87 Lowest | 8,260.06 ₹52,195.32 | 8,300 ₹52,447.7 | 8,760.65 ₹55,358.55 | 7,809.5 ₹49,348.23 | 8,000 ₹50,552 |
| 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) | 2.11 | cum | 10,400 ₹21,912.8 | 9,681.13 ₹20,398.14 Lowest | 10,383.88 ₹21,878.84 | 10,400 ₹21,912.8 | 11,013.21 ₹23,204.83 | 9,817.48 ₹20,685.43 | 9,999 ₹21,067.89 |
| 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 | 147.42 | kilogram | 110 ₹16,216.2 | 103.77 ₹15,297.77 | 111.31 ₹16,409.32 | 110 ₹16,216.2 | 118.05 ₹17,402.93 | 105.23 ₹15,513.01 | 100 ₹14,742 Lowest |
| 1.01 | 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 | 26.13 | cum | 7,200 ₹1,88,157.6 | 6,718.54 ₹1,75,575.61 | 7,206.24 ₹1,88,320.67 | 4,200 ₹1,09,758.6 Lowest | 7,642.99 ₹1,99,734.26 | 6,813.17 ₹1,78,048.57 | 6,900 ₹1,80,317.7 |
| 1.01 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | 1.09 | cum | 8,500 ₹9,239.5 | 7,979.93 ₹8,674.18 Lowest | 8,559.19 ₹9,303.84 | 8,000 ₹8,696 | 9,077.93 ₹9,867.71 | 8,092.32 ₹8,796.35 | 8,200 ₹8,913.4 |
| 1.01 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 0.95 | cum | 6,800 ₹6,473.6 | 6,305.14 ₹6,002.49 Lowest | 6,762.83 ₹6,438.21 | 6,800 ₹6,473.6 | 7,172.69 ₹6,828.4 | 6,393.94 ₹6,087.03 | 6,400 ₹6,092.8 |
Tender Value
₹15.7 L
EMD Value
₹39,179
Closing Date
27 Sept 2025, 5:00 pmClosed
Asst. Engineer LID EW Section Mala GP
Asst. Engineer LID EW Section Mala G P
Construction of Anganwadi building No. 41 W 3 Mala G P
2025_LSGD_798425_7
T16/AE/LSGD/MALA/2025-26
Open Tender
Civil Works - Buildings
Item Rate
Mala
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹39,179
Yes
14 Oct 2025
18 Sept 2025
29 Sept 2025
18 Sept 2025
27 Sept 2025
18 Sept 2025
Amount
Anganwadi Building
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
2.8.1: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
OD84579/2025-2026:DRY RUBBLE MASONRY with hard stone,in foundation and superstructure including packing to compactness to lines and levels,cost and conveyance of all materials labour charges etc.complete as per approved drawing and relevant technical specification(Modified 75.7.1)
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)
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)
5.22.6: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
50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
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).
5.22A.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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
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)
OD84571/2025-2026:Supplying and fixing Pressed Steel Door of standard pattern with frames as per profile of IS:4351 of section 105*60mm using 18G (1.2mm thick CRCA) sheet and shutters made of section 75*30mm of outer styles and horizontal members and then inserted with enclosed and stiffened sheet 26CR as per the specification with zinc chromate primer including all charges of fittings, conveyance etc, complete.steel door of size 120*210 cms
OD84570/2025-2026:Supplying and fixing Pressed Steel Windows and Ventilators of standard pattern with frames with glazed shutters 4 mm thick plane glass as per profile of sections 82*62mm, 12mm dia. rod at 10 cm c/c, 25*5mm flat 6 numbers with 75mm M.S hinges, 50mm M.S hook, 125mm M.S stay and handle for windows with section 105*60mm without steel shutters, made of sections 75*30mm for outer styles and horizontal members and then inserted with Aluminium beadings.(data derived for 150 x150 cms three panelled)
OD84574/2025-2026:Supplying and fixing 20mm thick ready made PVC door (75*200cm) with frame 50*42 mm including conveyance,cost of fitting , labour for fixing etc.
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)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
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
11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, 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.Size of Tile 600 x 600 mm.
8.31:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
OD228426/2025-2026:Providing and laying Ceramic Antiskid floor tiles of size 300x300mm (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 20mm thick cement mortar 1:4 ( 1 cement : 4coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
17.2.1:Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:W.C. pan with ISI marked white solid plastic seat and lid
17.7.2:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap
50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.
50.18.9.12.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 20 mm dia 10Kgf/cm2 External work- Exposed on wall
17.10.2.2:Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink without drain board610x460 mm bowl depth 200 mm
50.18.7.3.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer- in- Charge 25 mm dia 12 Kgf/cm2 - Internal work - Exposed on wall
50.18.7.4.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
50.18.7.6.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 50 mm dia 10 Kfg/cm - Internal work- Exposed on wall
50.18.8.9.2: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 direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 110 mm pipe 4 kgf/cm2
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
51.19.ST2:Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately)<br> 2. 15 to below 25 flush capacity
OD84580/2025-2026:Supplying and fixing Ferrow cement ready made waste pit ( 0.90 m dia, 60cm height) with cover slab , including conveyance, fixing charges etc. complete
18.51.1:Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
18.58.1.1:Providing and fixing PTMT grating of approved quality and colour. Circular type100 mm nominal dia
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.)
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
OD244769/2025-2026:Providing and fixing precoated galvanised iron profile sheets ( size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35mm(+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 bmicrons minimum to avoid scratches during transportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drillin/ self tapping screws of size (5.5 X 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters ans trusses, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required
13.71:Lettering with black Japan pint of approved brand and manufacture
OD84575/2025-2026:Supplying and fixing 18mm thick Granite Name board of any colour including lettering,labour for fixing, carriage etc complete
RIDSON N.R (BID ID -2361175)
Johny KT (BID ID -2362587)
Johnson V K (BID ID -2361875)
lonappan kattookaran (BID ID -2360660)
NYJO CHERIYAN PANIKULAM (BID ID -2359965)
Tomy. I.K (BID ID -2359978)
Bidder Name
Tomy. I.K
lonappan kattookaran
Johny KT
Rajeev P A
Johnson V K
RIDSON N.R
NYJO CHERIYAN PANIKULAM
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