M L A-Ads Construction Of New Watchman Quarters And Store Room Near Thrikkur Regulator ( Pulakkattukkara Bridge ) At Nenmanikkara Panchyath ( Civil Works ) , Nenmanikkara-Kerala

TDR : 27658136

Tender Notice
Corrigendum Details
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Expired

Nenmanikkara , Kerala

Tender Brief : Corrigendum : M L A-Ads Construction Of New Watchman Quarters And Store Room Near Thrikkur Regulator ( Pulakkattukkara Bridge ) At Nenmanikkara Panchyath ( Civil Works )

Document Fees
₹ 3810 /-

EMD
₹ 24500.0 /-

Tender Value
₹ 16.26 Lakhs /-

Submission Date
27-04-2021

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	22-04-2021	Extension of time	Date	27-04-2021

Work Name:M L A-ADS Construction of New Watchman Quarters and store room near Thrikkur Regulator(Pulakkattukkara bridge) at Nenmanikkara Panchyath.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Construction of new building	BI01010001010000000000000515BI0100001113
2	1.01	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 .As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001114	66.308	cum
3	1.02	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 : 8 graded stone aggregate 40 nominal size ) As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001115	7.017	cum
4	1.03	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 As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001116	7.097	cum
5	1.04	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)As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001117	2.88	cum
6	1.05	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).As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001118	12.099	cum
7	1.06	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	BI01010001010000000000000515BI0100001119	49.005	cum
8	1.07	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) As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001120	7.551	cum
9	1.08	2.25 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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.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.As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001121	33.998	cum
10	1.09	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 As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001122	39.963	cum
11	1.1	50.6.3.1 : Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001123	1.632	cum
12	1.11	5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001124	45.12	sqm
13	1.12	5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001125	149.345	sqm
14	1.13	5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001126	50.4	sqm
15	1.14	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 As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001127	2428.36	kilogram
16	1.15	50.9.1.3 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). using good quality Vengai wood As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001128	0.364	cum
17	1.16	9.53 : Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001129	42	each
18	1.17	50.9.3.3 : Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction of Engineer-in -charge. using vengai wood As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001130	6.52	sqm
19	1.18	9.117.1 : Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001131	11.6	metre
20	1.19	9.118.1 : Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter).As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001132	2.8	sqm
21	1.2	10.6.2 : 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.80x1.20 mm M.S. laths with 1.20 mm thick top cover As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001133	8.91	sqm
22	1.21	14.35.2 : Providing and fixing finished brass hard drawn hooks and eyes:250 mm As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001134	48	no
23	1.22	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. As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001135	38	sqm
24	1.23	11.36 : Providing and fixing I st 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001136	26.88	sqm
25	1.24	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. As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001137	4.8	sqm
26	1.25	13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001138	590.12	sqm
27	1.26	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 As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001139	88.22	sqm
28	1.27	13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001140	62.88	sqm
29	1.28	13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001141	109	sqm
30	1.29	10.2 : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001142	550.118	kg
31	1.3	13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001143	678.34	sqm
32	1.31	13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001144	678.34	sqm
33	1.32	13.85.1 : Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With ready mixed pink or grey primer on wood work (hard and soft wood ) having VOC content less than 50 grams/ litre As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001145	23.634	sqm
34	1.33	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 As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001146	22.875	sqm
35	1.34	13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001147	14.736	sqm
36	1.35	10.26.3 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001148	108.828	kg
37	1.36	11.20.4 : 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).Ordinary cement without any pigment As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001149	56.04	sqm
38	1.37	9.88 : Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001150	3	no
39	1.38	9.97.2 : Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:250x10 mm As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001151	6	no
40	1.39	9.100.2 : Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:100 mm As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001152	3	no
41	1.4	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 As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001153	2	each
42	1.41	17.7.4 : 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 Flat back wash basin size 550x400mm with single 15 mm C.P.brasspillar taps As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001154	2	each
43	1.42	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.	BI01010001010000000000000515BI0100001155	2	no
44	1.43	51.19.ST1 : 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)1. Below 15 flush capacity	BI01010001010000000000000515BI0100001156	1	each
45	1.44	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. As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001157	500	Litre
46	1.45	50.17.1.1 : Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.	BI01010001010000000000000515BI0100001158	4	no
47	1.46	50.17.1.3 : Supplying and fixing CP Towel rod 60cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.	BI01010001010000000000000515BI0100001159	4	no
48	1.47	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 As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001160	4	each
49	1.48	18.19.2.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):32 mm nominal boreHorizontal As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001161	2	each
50	1.49	18.22.2 : Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:150 mm diameter As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001162	2	each
51	1.5	50.18.9.21.7 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Vent cowl As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001163	2	no
52	1.51	50.18.7.2.2 : 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 10 Kgf/cm2- Internal work - Exposed on wall As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001164	40	metre
53	1.52	50.18.7.4.2 : 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 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001165	35	metre
54	1.53	50.18.7.6.2 : 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 50 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001166	40	metre
55	1.54	50.18.9.9.2 : Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2 As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001167	40	metre
56	1.55	17.35.2.2 : Providing and fixing soil, waste and vent pipes:75 mm diameterCentrifugally cast (spun) iron socketed pipe as per IS : 3989 As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001168	3	metre
57	1.56	17.60.2.3 : Providing and fixing trap of self cleansing design with screwed down or hinged grating without vent arm complete, including cost of cutting and making good the walls and floors:100 mm inlet and 75 mm outletHubless centrifugally cast (spun) iron epoxy coated inside & outside as perIS:15905 As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001169	2	no
58	1.57	50.18.9.22.4 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001170	6	no
59	1.58	17.29 : Providing and fixing 100 mm sand cast Iron grating for gully trap.As per the directions of the departmental Engineers at site	BI01010001010000000000000515BI0100001171	2	each

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M L A-Ads Construction Of New Watchman Quarters And Store Room Near Thrikkur Regulator ( Pulakkattukkara Bridge ) At Nenmanikkara Panchyath ( Civil Works ) , Nenmanikkara-Kerala

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