GENERAL-CONSTRUCTION OF NEW BUILDING FOR SNM GOVT LP SCHOOL KOTTUVALLIKKAD-Phase 1-General Civil Work

Amount

Sub structure up to plinth level

2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

OD179722/2025-2026:Providing stone columns of 100 mm diameter using 10 mm and down graded at 35 cm c/c with disposable MS cone 1.20 mm thick of suitable size at bottom including the cost of MS cone etc. complete as directed by departmental officers at site.

OD207574/2025-2026:Conducting plate load test on soil and preparation of load settlement curve in accordance with IS 1888-1982 including vertical compression loads on a square plate of size 0.30m x 0.30mx 25mm on the chosen area of soil by means of hydraulic jack reacting against a platform supporting kentledge and dial gauges etc complete as per the specification and direction of engineer in charge.

OD207593/2025-2026:Hire charges of JCB

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.

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)

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

OD255656/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 grade (up to Plinth level) cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge - Minimum cement content considered for this item is 340kg/m3. (Note:- cement content obtained as per mix design shall be used by the contractor at the site to obtain the required strength. Excess cement used as per mix design is not payable separately as per circular No. CE/BL/GL/6541/2015 dated 30.08.2017 of the Chief Engineer, PWD Buildings ) - All work up to Plinth level

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

50.2.25.1:Filling with contractor's own 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 as per direction of site Engineer-in-charge

OD210652/2025-2026: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 in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

Superstructure

OD255658/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-30 (Above Plinth) grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge - Minimum cement content considered for this item is 340kg/m3. (Note:- cement content obtained as per mix design shall be used by the contractor at the site to obtain the required strength. Excess cement used as per mix design is not payable separately as per circular No. CE/BL/GL/6541/2015 dated 30.08.2017 of the Chief Engineer, PWD Buildings ) - All work above Plinth level up to Floor five level

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

OD210026/2025-2026:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

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

4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 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

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

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

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

OD179714/2025-2026:Supplying and fixing pressed steel window using frame 82x60x1.2 mm and shutters 50x20x1.2 mm made out of Galvano steel sheets welded and assembled with 12 mm dia MS rod at 10 cm horizontally and 25x5mm flat-2 nos vertically per pannel as grill with SS butt hinges,hooks,eye,stay,and MS handles and fitted with 10x10 mm Aluminium C channel as beading and then fitted wih 4mm thick plain glass and finally applied with zincromate yellow primer

OD179716/2025-2026:Supplying and fixing pressed steel door of frames of profile of A/B/C of size 90x60mm /105x60mm/ 125x60mm confirming to IS 4351 manufactured from prime quality TATA GALVANO steel sheets of 18SWG (1.25 mm) thickness sheet and shutters made of 20SWG prime quality TATA GALVANO steel sheets pressed to profile of 75 x 30 cm for outer styles and horizontal members and then inserted with enclosed and stiffed sheet for inner panel as per specification with zincromate primer coat measured in sequence metre totally including all charges for fixing handle, aldrop, butt hinges etc. complete

16.89:Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi models location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

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.

16.90:Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

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.)

OD211911/2025-2026:Providing DLP Board for building using Aluminium composite panel (ACP) material with a thickness of 4 mm and size 90 cm x 60 cm approved color including HD Vinyl print stick on ACP Board throughout the area. Approved design and color pattern and size of letter (matter given by engineer in charge). Board fixing on wall with ss screws, conveyance of material etc. complete included. For Board 0.60 x 0.90 = 0.54 wastage 30%-0.702 m2

OD211912/2025-2026:Supplying and fixing inauguration stone minimum size of 60x90 cm, 18 mm thick black granite stone including the cost of lettering, coloring, other materials, conveyance and labour changes etc,.

OD211915/2025-2026:Providing and fixing green board of size 1800 X 1200 mm, all cost including material, conveyance and labour charges etc. complete.

OD211914/2025-2026:Supplying and fixing 3 mm thick Aluminum composite panel (ACP) any approved color, fixed with CP brass/steel screws and jointed with silicon sealant for ceiling and paneling, and other works as per direction of Engineer-in-Charge.

OD211916/2025-2026:Supplying and fixing UV vinyl print pasting on the ACP sheet or any other panel already erected including all the cost of material, Designing, Printing, pasting, fixing charges etc. Complete

ACHU K S (BID ID -2457404)

JITHIN RADHAKRISHNAN (BID ID -2457124)

Bidder Name

K.S.SAJEEV KUMAR

JITHIN RADHAKRISHNAN

ACHU K S