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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | ₹3.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.6 LRejected-AOC | ₹3.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | N.V.SURENDRAN L1 | Jijith N L2 |
|---|---|---|---|---|---|
| 1.00Waiting shelter construction | |||||
| 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 | 5.92 | cum | 315.6 ₹1,868.35 | 326.78 ₹1,934.54 |
| 1.00 | OD291669/2024-2025:MR _35 Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour
charges etc. (MOD 50.6.7.1 of DAR) | 7.1 | cum | 6,104.11 ₹43,320.87 | 6,320.35 ₹44,855.52 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 1.1 | cum | 279.41 ₹306.79 | 289.3 ₹317.65 |
| 1.00 | OD292866/2024-2025:MR_40 Laterite neatly dressed stones of size 35x20x20 cm or nearezt size in cement mortar 1:6
for superstructure above plinth level up to floor two level including cost of materials labour
charges etc. complete.(MOD 50.6.7.2 of DAR) | 2.67 | cum | 6,880.43 ₹18,343.23 | 7,124.18 ₹18,993.06 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1.49 | sqm | 338.83 ₹503.16 | 350.79 ₹520.92 |
| 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 | 17.06 | kilogram | 98.63 ₹1,682.92 | 102.13 ₹1,742.64 |
| 1.01 | 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 | 8.3 | metre | 200.14 ₹1,661.16 | 207.24 ₹1,720.09 |
| 1.01 | 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). | 0.23 | cum | 11,793.24 ₹2,688.86 | 12,211.02 ₹2,784.11 |
| 1.01 | 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) | 0.43 | cum | 6,959.79 ₹2,999.67 | 7,206.34 ₹3,105.93 |
Tender Value
₹3.7 L
EMD Value
₹9,217
Closing Date
8 Sept 2025, 6:00 pmClosed
RAJANI P P
Assistant Engineer Mattannur Municipality
MLA-SDF-MATTANUR MUNICIPALITY MLA- SDF- 2022-23 -- SMT. K. K. SHYLAJA TEACHER (Mattanur constituency)- BUS WAITING SHELTER CONSTRUCTION AT NEAR NELLUNNI PALLI-General Civil Work
2025_LSGD_788439_1
AE/CSGD/MTNR/25-26
Open Tender
Civil Works - Others
180 days
Mattannur
Please refer Tender documents.
10 documents required · 10 mandatory
₹815
Yes
₹9,217
Yes
23 Dec 2025
19 Aug 2025
10 Sept 2025
19 Aug 2025
8 Sept 2025
19 Aug 2025
Amount
Waiting shelter construction
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
OD291669/2024-2025:MR _35 Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1 of DAR)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
OD292866/2024-2025:MR_40 Laterite neatly dressed stones of size 35x20x20 cm or nearezt size in cement mortar 1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc. complete.(MOD 50.6.7.2 of DAR)
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
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
5.3: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).
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)
50.10.2:Steel work for purlin/single section 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
OD293918/2024-2025:od1627979/2021_2022 :Supply and fixing 50 mm overall thick Insulated Roofing sheet consisting PU form having density of 40kg/m3 sandwiched between two precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved bynEngineer-in-charge) 0.40 mm thick (+0.05%) on face #1 and , and 0.35mm thick on Face #2 total coated thickness with zinc coating 120grams 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 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 PRICE EST NO:2022/9951 printed on 30-11-2024 13:37:48 page 2 fixed using self drilling/self tapping screws of size (5.5x100mm) with EPDM seal, complete up to 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. (MOD 12.50 of DAR 2016).
12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screwscomplete :Ridges plain (500-600 mm)
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)
8.2.2.2:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Area of slab over 0.50 sqm
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.
8.3.1:Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.Marble work
11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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.)
OD292871/2024-2025:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications preparation of surface, etc. complete.On steel work
OD95068/2025-2026:Stone work (Machine cut edges veneer work) for wall lining up to 10m height ,backing filed with grout of 12mm thick cement mortar 1:3 ( 1 cement : 3 coarse sand) and joint with cement mortar1:2(1 cement:2stone dust) including rubbing and polishing complete. ( to be secured to the backing and the sides by means of cramps and pins which shall be paid for separately. Kota stone slabs exposed face dressed and rubbed. 25 mm thick
16.21:Engraving letters in hard stone
Jijith N (BID ID -2328078)
Bidder Name
N.V.SURENDRAN
Jijith N
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