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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹29.9 L+₹99,284.60 (3.43%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical ok |
Tender Value
₹25.3 L
EMD Value
₹50,600
Closing Date
2 Dec 2021, 6:00 pmClosed
E. E. SHIMLA DIVISION NO. III, HPPWD, Shimla-3
E. E. SHIMLA DIVISION NO. III, HPPWD, Shimla-3
Construction of lift, toilet and tactile guiding path for specially abled persons to the office building of Directorate of Town and country Planning Department under the Accessible India campaign (Sugmaya Bharat Abhiyan).
2021_PWD_53960_2
SD-III-CB-Tender/21-22- 17618-37 dated 20-11-21.
Open Tender
Civil Works
Item Rate
120 days
Kasumpti
As per bidding documents
11 documents required · 11 mandatory
₹1,500
₹50,600
16 Mar 2022
25 Nov 2021
3 Dec 2021
25 Nov 2021
2 Dec 2021
25 Nov 2021
Amount
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and topmost layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto all leads & lifts as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Suspended floors, roofs, landings, balconies and access platform
Columns, Pillars, Piers, Abutments, Posts and Struts
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Edges of slabs and breaks in floors and walls Under 20 cm (twenty centimetre) wide
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
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. above plinth level up to 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 as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts. size)
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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
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 1:1½:3 (1 cement : 1½ coarse sand) : 3 graded stone aggregate 20 mm nominal size) as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20mm nominal size) as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
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 per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level Cement mortar 1:4 (1 cement :4 coarse sand) per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Stone soling properly hand-packed filling interstices with Kharanja stone under floor specified thickness complete as per HP.PWD specification including carriage of materials in all leads and lifts.
Providing & fixing E-Board ceiling upto height of floor level with angle iron size 25x25mm and T-section 25x25mm as per Wrch. Detail drg. Complete per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Providing and fixing150x10 mm aluminium tower bolts, 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 per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Providing and fixing 100 mm 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 as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
For shutters of doors windows and ventilators including providing and fixing hinges/ pivots and making provisions for fixing of fittings where ever required including the cost of PVC/neoprene gaskets as required (fittings and glazing/ panelling shall be paid for separately) including carriage of materials within all leads and lifts.
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge (Cost of aluminium snap beading shall be paid in basic item) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment) as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Providing and fixing fly proof wire gauge to windows, clerestory windows & doors with aluminium beading 15x3mm & nuts and bolts complete stainless steel (grade 304) wire gauge of 0.5 mm dia wire & 1.4 mm aperture on both sides complete as per direction of Engineer-in-Charge including carriage of material within all leads and lifts.
Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Providing and laying tactile tile raised bars/raised small dots 23mm dia/35mm dia path guiding (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, courd, multi modals location etc, laid on 20mm thick base of cement mortar 1:4 (1:cement : 4 course sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 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 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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 as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
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 screws complete Ridges plain (500 - 600mm) as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete 1.60 mm thick with zinc coating not less than 350 gm/m² as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
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 screws complete Flashings/ Aprons ( Upto 600 mm) as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Providing and fixing M.S. B P Sheet 2.00mm thick in eaves board/ facia/ soffits/ ceiling including cutting, fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instruction of Engineer-in charge (Base members of steel work shall be measured and paid separtely) including carriage of materials within all leads and lifts.
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 direction of Engineer-in-Charge including carriage of material in all leads and lifts.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. including carriage of materials within all leads and lifts.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work including carriage of materials within all leads and lifts.
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
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) as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand) as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
15 mm cement plaster on the fair side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand) as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Demolition of brick work above G.L. upto floor two level including stacking of serviceable materials and disposal of un-serviceable materials in cement mortar including carriage of materials within all leads and lifts.
Demolition above G.L.upto floor two level including disposal of unserviceable materials within all leads & lifts un-reinforced cement concrete upto 15cm thickness.
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Providing & laying jointing glazed stoneware pipes half round 200mm dia class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1: cement: 1: fine sand) including testing of joints etc complete including carriage of materials within all leads and lifts.
Providing & fixing stainless steel Grab bar 25mm outer dia, 1.5mm thick & 600mm long with SS screws etc complete as per the direction of Engineer-in-Charge including carriage of material in all leads and lifts.
Providing and fixing 4mm thick guiding signs on acrylic sheet with refective tape copmlete including carriage of materials within all leads and lifts.
HARGOVIND RANA
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