NIT - Indigenous Tender     TENDERS AND PURCHASE/ESD, for & on behalf of ECIL, Invites electronic tenders for the following items. Tender No   ESD-Civil-1402 Evaluation Criteria Total Value Wise Tender Type Open Tender Status Published Trade Group/Empanelled 1,2,3 Form No 1143 Tender Doc. Cost  0.00 Earnest Money Deposit  27300.00 Tender Closing Date Time   08/08/2024 15:30 Pre-Bid Query Closing Date Time NIL Pre Bid conference Date/Time Venue Tender Box Opening Date 08/08/2024 15:35 Tender Classification Service Bidding System   Two Part Other Events Available : NO Delivery Period From 0 to 2 Months Delivery Schedule Time is the essence of this project and vendor has to adhere to the stipulated time. The duration for completion of the work is 2 months. Description Construction of GI sheet shed and civil works at front side of Union office near main gate at ECIL Hyderabad. Payment Terms As per tender document Instructions/Remarks As per tender document Warranty As per tender document PBG/PCWG As per tender document Terms Of Price As per tender document LD Clause As per tender document Tender Validity (In Days) 120 SLA/Penalty As per tender document Payment Exemption for TDC and EMD Exemption allowed for both TDC&EMD A. Item Details ITM000987794 23 ITM000987797 25 ITM000987799 25 ITM000987802 29 ITM000987806 29 ITM000987807 29 ITM000987809 23 ITM000987813 23 ITM000987816 23 ITM000987818 47 ITM000987822 47 ITM000987829 47 ITM000987830 47 ITM000987834 29 ITM000987835 23 ITM000987836 25 ITM000987838 23 ITM000987839 23 ITM000987842 23 ITM000987843 23 ITM000987845 23 ITM000987846 23 ITM000987848 23 ITM000987862 23 ITM000987863 23 ITM000987864 23 ITM000987865 29 ITM000987866 29 ITM000987867 29 ITM000987868 29 ITM000987869 23 ITM000987872 23 ITM000987873 23 ITM000987928 31 ITM000987933 23 S No Item Description Item Long Description Quantity Unit Group No.  1  1 Dismantling the existing MS glass/weld mesh partitions, doors, windows etc., by gas cutting/welding including stacking of serviceable material and disposal of unserviceable material within 1.0KM lead etc., complete and as directed by Engineer-in-charge.  20.000  Sq.Metr   NA  2  2.1 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)  16.000  Cu. Metr   NA  3  3 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressumers, including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)  0.200  Cu. Metr   NA  4  4.1 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.  25.000  K.G.s   NA  5  5.1.1 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-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron)  21.000  K.G.s   NA  6  5.2.1 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-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Powder coated aluminium (minimum thickness of powder coating 50 micron)  14.000  K.G.s   NA  7  6.1 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 4.0 mm thickness (weight not less than 10kg/sqm)  8.000  Sq.Metr   NA  8  6.2 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)  1.200  Sq.Metr   NA  9  7.1 Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge. Pre-laminated particle board with decorative lamination on both sides  1.200  Sq.Metr   NA  10  8.1 Providing and fixing powder coated aluminium tower bolts of ISI marked (minimum thickness of powder coating 50 micron) to required colour or shade, with necessary screws etc. complete : 250x10 mm  2.000  Each   NA  11  9.1 Providing and fixing aluminium handles, powder coated minimum thickness 50 micron on aluminium of required colour or shade, with necessary screws etc. complete : 125 mm Powder coated minimum thickness 50 micron aluminium  2.000  Each   NA  12  10 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.  1.000  Each   NA  13  11 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.  1.000  Each   NA  14  12 Providing and fixing powder coated aluminium grill (minimum thickness of powder coating 50 micron) 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 powder coated 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).  6.000  K.G.s   NA  15  13 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.  80.000  Sq.Metr   NA  16  14.1 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 mm nominal size )  10.100  Cu. Metr   NA  17  15.1 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 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm  85.000  Sq.Metr   NA  18  16.1 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm  8.000  Sq.Metr   NA  19  17 Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).  65.000  Sq.Metr   NA  20  18.1 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)  45.000  Sq.Metr   NA  21  19 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.  45.000  Sq.Metr   NA  22  20 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.  120.000  Sq.Metr   NA  23  21.1 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand)  115.000  Sq.Metr   NA  24  22.1 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)  120.000  Sq.Metr   NA  25  23.1 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer  145.000  Sq.Metr   NA  26  24 Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading including stacking the serviceable material within 50 metres lead.  27.000  Sq.Metr   NA  27  25 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.  400.000  K.G.s   NA  28  26.1 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., 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. Hot finished welded type tubes  2350.000  K.G.s   NA  29  27.1 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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works  95.000  K.G.s   NA  30  28 Providing and fixing bolts including nuts and washers complete.  60.000  K.G.s   NA  31  29 Providing and fixing MS weld mesh partitions with 10 guage (3mm dia) wire of size 30x30mm aperture including MS frame of size 40x40x6mm etc., complete and as directed by Engineer-in-charge.  60.000  Sq.Metr   NA  32  30.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work  180.000  Sq.Metr   NA  33  31 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.  220.000  Sq.Metr   NA  34  32.1 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 screws complete : Ridges plain 500 - 600mm  41.000  Metre   NA  35  32.2 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 : Crimp curve  7.000  Sq.Metr   NA B. Eligibility Criteria S.No Description 1 As per tender document C. Special Conditions & Checklist for Bidders S.No Description 1 Have you attached any performance statements seperately? 2 As per tender document D. Technical Specifications S.No Description 1 As per tender document. E. Attached NIT Documents / Details of Compliance Documents (To be Attached) S.No Document Type Document Description Remarks File Name 1 --NA-- EPS Conditions of Contracts --NA-- Epsconditions.pdf 2 --NA-- Important Instructions to vendors --NA-- Important instructions to the Vendors.pdf 3 NIT Document Tender Document-Section IV to V --NA-- Tender document Section IV to V.pdf 4 NIT Document Tender document Section I to III --NA-- Tender_document_Section_I to III- 1402.pdf 5 NIT Document Tender document section VI --NA-- Tender_document_Section_VI- 1402.pdf 6 NIT Document NIT Details --NA-- NIT Details- 1402.pdf 7 NIT Document Drawing --NA-- Drawing-1402.pdf 8 NIT Document Checklist --NA-- Checklist-1402.pdf Corrigendum Note: Details of corrigendum are shown below. However, data/details in NIT/Tender document is updated duly incorporating all corrigenda issued.   S.No Subject Description Date/Time Note: This tender is governed by Terms & Conditions specified and attached documents with the tender by ECIL. Download Tender Document Download Technical Specification Download Tender Document + TechSpec