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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC PERUNTHALLUR POOVAMKULANGPORA ROAD RETARRING TRIPRANGODE KERALA | MALAPPURAM | KERALA | 673314 | L1 | Accepted-AOC Accepted Vide Resolution No.2(1) dtd.30-03-2023 of Poothakulam GP | |
| 2 | L2₹6.6 L+₹13,325.10 (2.05%)Rejected-AOC NEKSHAN HOUSE NEAR JUMA MASJID ALATHIYUR P O PALLIKKAL MALAPPURAM 676 317 | MALAPPURAM | KERALA | 676317 | L2 | Rejected-AOC Higher rate and hence not admitted |
Tender Value
₹5.9 L
EMD Value
₹14,830
Closing Date
25 Mar 2023, 6:00 pmClosed
ABIDHA P
Office of the Assistant Engineer, LID and EW Section, Triprangode Grama Panchayat
299Perunthallur subcenter building renovation
2023_LSGD_567303_1
06/2023/AE/LIDEW/TPGD/V PHASE
Open Tender
Civil Works - Buildings
Item Rate
210 days
Triprangode
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,830
Yes
7 Sept 2023
17 Mar 2023
28 Mar 2023
17 Mar 2023
25 Mar 2023
17 Mar 2023
Amount
Building Rennovation
OD423531/2022-2023:1.001-Specification code: OD48175/2022-2023 Supplying and providing PVC Door with frame 50x40x2 mm and shutter with shutter frame 60 mm wide and 25 mm thick PVC hollow panels including all charges etc Details of cost for 1.68 sqm
OD423536/2022-2023:1.002-Specification code: OD48177/2022-2023Providing and fixing M.S. sheet door including frame using MS angle, flat and MS sheet, all necessary fittings complete, including applying a priming coat of approved steel primer, all materials and labour charges etc. complete. Details of cost for one single leaf door size 1.00 x2.10 m = 2.10 sqm. . MATERIAL: (i) Door frame 40*40*6 mm angle=2(2.10+0.99)+10% wastage = 6.80m @ 3.5 kg/m=23.8 kg ii) Shutter frame 35*35*5 mm angle= 2(2.05+0.98)+10% wastage= 6.67 [email protected]/m=17.34 kg iii) MS flat 25*5mm= 4*0.98+10% wastage= 4.31m @1 kg/m = 4.31 kg iv) M.S. sheet Imm thick 0.98* 2.04= 2.00+10% wastage = 2.20 sqm. @ 7.85kg/sqm. = 17.27kg. Add 2.00 kf for hinges, Aldrop, tower bolt etc Total = 23.8+17.34+4.31+17.27+2.00 = 64.72 kg = 0.647 q Excluding wastage =59.01 kg Area of steel primer = 1.00*2.1*2.25 =4.73m2
50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
10.25.1:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel 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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
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), including pointing the joints with white cement and matching pigment etc., complete.
17.1.2:Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe, 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 require:Stainless Steel AISI-304 (18/8) orissa pattern W.C. pan of size 585x 480 with flush pipe and integrated type foot rests
17.7.1: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 630x450 mm with a pair of 15 mm C.P. brass pillar taps
14.43:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
14.53.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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) : 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
5.22.6: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
construction of room
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
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
OD423709/2022-2023:Random rubble masonry with hard stone in foundation and plinth up to plinth level with ; with cement mortar 1:6 (1cement: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
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
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.
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> 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) : 3 graded stone aggregate 20 mm nominal size).
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
ABDULLA AZEEZ T P
Bidder Name
ABDULLA AZEEZ T P
P MOHAMMED KUTTY
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