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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.0 LAccepted-AOC M S VIJAYA VINAYAKA INFRA DOOR NO 39 33 62 1 4 PLOT NO MIG 95 96 SAMYAM ENCLAVE FLAT NO 101 VUDA COLONY MADHAVADHARA MARRIPALEM VISAKHAPATNAM 530018 | VISAKHAPATANAM | ANDHRA PRADESH | 530018 | L1 | Accepted-AOC Lowest Bid Accepted | |
| 2 | L2₹44.3 L+₹26,264.50 (0.60%)Rejected-Finance | L2 | Rejected-Finance Not Being Lowest Bidder | |
| 3 | L3₹44.9 L+₹93,214.50 (2.12%)Rejected-Finance MIG 1 12 GULLALAPALEM VUDA COLONY SRIHARIPURAM MALKAPURAM POST VISAKHAPATNAM 530 011 | VISAKHAPATNAM | VISAKHAPATNAM | ANDHRA PRADESH | 530011 | L3 | Rejected-Finance Not Being Lowest Bidder | |
| 4 | L4₹46.5 L+₹2.5 L (5.64%)Rejected-Finance | L4 | Rejected-Finance Not Being Lowest Bidder | |
| 5 | L5₹47.3 L+₹3.3 L (7.56%)Rejected-Finance | L5 | Rejected-Finance Not Being Lowest Bidder |
Tender Value
₹74 L
EMD Value
₹1.4 L
Closing Date
16 Dec 2023, 6:00 pmClosed
Col KK Srivastava, Commander Works Engineer
Commander Works Engineers, Station Road, Visakhapatnam - 530 004
Repairs to chain link fencing barbed wire fencing, concertina coil, compound wall, retaining wall, guide walls, hand rails, foot path, hard standing, area drains, stone pitching, sports facilities and certain misc B/R works at Dolphin hill area and
2023_MES_623851_1
82383/E8
Open Tender
Civil Works
Item Rate
270 days
Visakhapatnam
Class C
Category a i
9 documents required · 9 mandatory
₹1,000
Garrison Engineer Naval Base
₹1.4 L
Yes
24 Jan 2024
18 Nov 2023
18 Dec 2023
18 Nov 2023
16 Dec 2023
9 Dec 2023
18 Nov 2023 - 25 Nov 2023
Amount
Demolition of Plain Cement Concrete in ground floors and Pavings not exceeding 15cm thick [below or above ground level] and removing rubbish to a distance not exceeding 1.50 KM complete all as specified and as directed.
Demolition of Plain Cement Concrete of any description and in any position and removing rubbish to a distance not exceeding 1.50 KM complete all as specified and as directed.
Demolition of Reinforced Cement Concrete [reinforcement cut as required to facilitate demolition] of any description in ground floors and pavings n.exc. 15cm thick and removing rubbish to a distance not exceeding 1.50 KM complete all as specified and as directed.
Demolition of Reinforced Cement Concrete [reinforcement cut as required to facilitate demolition] of any description and in any position and removing rubbish to a distance not exceeding 1.50 KM complete all as specified and as directed.
Demolition of Brick / Stone Masonry built in Cement Mortar including all quoins arches pillars etc and removing rubbish to a distance not exceeding 1.50 KM complete all as specified and as directed.
Dismantling of Floor, Hearth or Wall Tiling of any description including Cement Mortar bedding [but not backing] and removing serviceable tiles to the stores and removing rubbish / debris to a distance not exceeding 1.50 KM complete all as specified and as directed.
Demolition of Stone Slab laid, bedded and pointed in Cement Mortar of thickness and removing serviceable slabs to the stores and removing rubbish / debris to a distance not exceeding 1.50 KM complete all as specified and as directed.
Taking down Cement Plaster of any description on brick or stone walls or concrete surfaces etc including raking out joints, hacking for key scrubbing down with water etc and removing rubbish to a distance not exceeding 1.50 KM complete all as specified and as directed.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m deep and getting out in Soft / Loose soil complete all as specified and as directed.
Excavation in post holes each not exceeding 0.5 Cu.m, getting out in hard/ dense soil, including returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm thick, watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.
Removal of excavated material [Soil] to a distance not exceeding 100m and depositing where directed at a level not exceeding 1.5 m complete all as specified and as directed.
M & L for Hardcore of gauge not exceeding 63mm of broken stones or boulders, deposited, spread and levelled in layers not exceeding 15 cm thick watered and rammed to a true surface complete all as specified and as directed.
M & L for PCC 1:4:8, Type D-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed.
M & L for PCC 1:3:6, Type C-2, using 40mm graded stone aggregate as in Foundation, Fillings, Mass concrete, Footings etc complete all as specified and as directed.
M & L for Plain / Reinforced cement concrete Type B1, 1:2:4 using 20mm graded stone aggregate copings, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, cast in situ in lintels up to 1.5m span, parapets and railings up to 60 cm in height, kneelers, apex stones, bed plates including weathering, slightly rounded or chamfered angles and throating as directed including use and waste of form work, complete all as specified and as directed.
M & L for providing RCC 1:1½:3, Type A-1 using 20mm graded stone aggregate as in Precast Cover Slabs [for manholes etc], Landings, Chullah Hoods, Chajjas, Water Troughs, Mangers, Shelves and similar articles with plain faces set in cement mortar 1:4 complete all as specified and as directed.
M & L for RCC 1:1½:3, Type A-1, using 20mm graded stone aggregate as in foundations including Rafts, Footings, Foundation Beams, Plinth Beams, Bases for Columns etc. complete all as specified and as directed.
M & L for RCC 1:1½:3, Type A-1, using 20mm graded stone aggregate as in Columns, pillars, piers, posts and struts etc. complete all as specified and as directed.
M & L for RCC 1:1½:3, Type A-1, using 20mm graded stone aggregate as in Slabs supported on walls, beams, columns, landings, shelves, Chajjas and the like complete all as specified and as directed.
M & L for providing precast cement concrete 1:3:6, Type C1, using 20mm graded stone aggregate as in kerb stones, apex stones, bed plates, pintle blocks, anchorage blocks, bonders [for stone walling], corbels, brackets, etc. [of any section indicated], with plain fair faces, including chamfers, weatherings, throating etc. and setting in mortar 1:4 complete with joints to match complete all as specified and as directed.
M & L for providing Precast Cement Concrete Louvers and Jallies, Type, B0, 1:2:4, using 12.5mm Graded Aggregate, 25mm thick [measured solid], including all mouldings but excluding frame, set in Cement Mortar 1:4 including demolition of existing Jallies of any description and removing rubbish to a distance not exceeding 1.50 KM complete all as specified and as directed.
M & L for brick work with Fly Ash bricks, straight or curved on plan exceeding 6 m mean radius built in Cement Mortar 1:6 complete all as specified and as directed.
M & L for walling of random rubble masonry, uncoursed, well bonded, bedded and solidly hearted, built in Cement Mortar 1:6 complete all as specified and directed.
M & L Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought face from straight edge held against the dressed surface not exceeding 40mm complete all as specified and directed.
Use and removal of steel formwork to sides of concrete foundations, pile caps, footings, bases of columns, raft and raft beams, sides and soffits [if any] of foundation and plinth beams and similar work, vertical or to batter for rough finished surfaces complete all as specified and as directed.
Use and removal of steel formwork to sides of pillars, posts, struts, piers, columns and stanchions of any shape / cross section for fair finished surfaces of concrete complete all as specified and as directed.
Use and removal of steel formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick [horizontal or sloping] including fair finished surfaces complete all as specified and directed.
S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 6 to 8mm dia, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 5mm to 10mm dia bars as in stirrups, spacers and binders, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed.
S & F in repairs Mild Steel work conforming to Fe - 290, Grade E-165 as in Hand Rails, half round or other stock section or core for wooden hand-rail straight portion, drilled and countersunk for Balusters Running Bars, for Doors, Balusters, Nosing to Steps including embedding in concrete and screwing etc., Wind Ties for roof including securing bolts, Posts and Struts in Fencing including cutting tops to shape as directed, bending to shape, notching for wire, drilling holes or as in flat iron fillets [for securing wire mesh and barbed wire etc.] including all necessary drilling, bolting or riveting, etc. and similar work complete all as specified and directed.
S & F in repairs Rolled Mild Steel work conforming to Fe 410-W, Grade-E- 250, Quality-A as in Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc complete, drilled for fixing of steel sheeting or other covering, Doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings [exclusive of steel sheeting or other covering, running rails and guides] and hanging, also fastening and fixing complete all as specified and as directed.
S & F in repairs 1.25mm thick Plain, Black Sheet, mild steel sheeting as in wall cladding, steel gates and similar work, cut to size, holes punched including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. complete all as specified and as directed.
S & F in repairs Steel rolling shutters, thickness of laths of 1.25 mm, with ball bearing, as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer, erected in position as indicated, push pull or manual type complete all as specified and as directed.
S & F in repairs Safety Lever Lock, Mild Steel, with 4 Levers suitable for rolling shutters including necessary adjustments for smooth operation complete all as specified and as directed.
S & F in repairs Ball Bearing of size 50/65mm dia suitable for rolling shutters including necessary adjustments for smooth operation complete all as specified and as directed.
S & F in repairs Rolled Mild Steel work conforming to Fe 410-W, Grade-E- 250, Quality-A as in Roof Trusses [framed], trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing [Beam, tee, angle, channel or flat sections] including distance pieces, cleats etc complete all as specified and as directed.
S & F in repairs Mild Steel work as in Tubular Trusses, Posts etc including special shaped washer etc complete using ERW or induction butt welded tubes conforming to IS - 1161, Grade YST - 240, Medium Grade of any dia complete all as specified and as directed.
S & F in repairs Rolled Mild Steel work conforming to Fe 410-W, Grade-E- 250, Quality-A as in Plates [Plain & Chequered], channels, square cut or notched [ordinary or counter sunk] forming holes without any attachment including fixed with Nut and Bolt / welding complete all as specified and as directed.
S & F in repairs Rolled Mild Steel work conforming to Fe 410-W, Grade-E- 250, Quality-A, as in Joist, Channel, Angle, or Tee Sections, fixed independently, without connecting plates etc [cut to ordinary lengths i.e. within 20mm of the length indicated] complete all as specified and as directed.
S & F in repairs Mild Steel work conforming to Fe - 290, Grade E-165, as in framed work such as Grills, Gratings, Ladders etc with ends of bars shouldered and/or riveted, or forged into spikes, framed Guard Bars, Barred Iron Doors, Ladders, framed Balusters, Walk Ways, Railings, framework of Water Tanks and similar work complete all as specified and as directed.
S & F in repairs Mild Steel work conforming to Fe - 290, Grade E-165 as in Bands, Straps, Supports or Stays for Rainwater, Ventilating Pipes, including Bolts, if required, Hooks [Stay], heavy, for Large Gates, Hook and Pintle Hinges, large Hasps and Staples, Chains, hand made Sliding Bolts, Clamps, Hold Fasts, Wall Ties, Hooks for hanging fans, plain angle cleats for securing purlins to wood trusses or rafters, knee piece inserts, two way and three way straps, plate washers and similar small articles complete all as specified and as directed.
M & L for Running Welding in repairs including preparation of surfaces to be welded and thickness of metal welded not exceeding 6mm complete all as specified and as directed.
M & L for Running Welding in repairs including preparation of surfaces to be welded and thickness of metal welded exceeding 6mm and not exceeding 9mm complete all as specified and as directed.
S & F in repairs MS machine made screw bolts with hexagonal or square head one end and screwed other or screwed both ends, fitted with washers and one hexagonal or square nut exceeding 5 cm long and not exceeding 10 cm long, dia of neck exceeding 5 mm but not exceeding 10 mm complete all as specified and as directed.
S & F in repairs MS machine made screw bolts with hexagonal or square head one end and screwed other or screwed both ends, fitted with washers and one hexagonal or square nut exceeding 15 cm long and not exceeding 22.5 cm long, dia of neck exceeding 16 mm but not exceeding 20 mm complete all as specified and as directed.
Labour only for making good loose hanging mild steel framed doors, gates, etc. area exceeding 1.5 sqm but not exceeding 5 sqm each, by necessary welding to hinges, sliding bolts, frames, shutters, etc. as required at site for smooth functioning including making good the welded surfaces and necessary painting to match with the existing surface all as specified and as directed. Note: Mild steel sections/ sheets, Hardwares such as hinges, sliding bolts, wherever required to be replaced shall be measured and paid separately under respective items of this Schedule.
S & F in repairs Galvanised, 2 Strand, Steel Barbed Wire 2.24mm dia, Barbed with 2mm dia bars at 75mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins etc complete all as specified and directed. Note: Each line of wire will be measured for payment.
S & F in repairs PVC Coated Chain Link MS Galvanised Fencing Mesh of size 50 mm X 50mm, 4mm dia wire with minimum 1 mm thick PVC Coating and of weight not less than 4.5 KG / Sq.m including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and as directed.
S & F in repairs Chain Link MS Galvanised Fencing Mesh of size 50 mm X 50mm, 3mm dia wire and of weight not less than 4.5 KG / Sq.m including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire complete all as specified and as directed.
S & F in repairs Concertina Coil Fencing with Razor punched barb tape Concertina Coil made from High Tensile Spring Steel, High Carbon Wire conforming to IS – 4454 [Part – 1], of Grade –SM duly Hot Dipped Galvanised, 1050mm dia, 10 Metre openable length, with Galvanised coating and Punched Tape material as per IS – 513, having 50 Nos Rounds per 6 Metre length [before stretching], having medium barbs [Barb length 24±1mm, Pitch between two barbs 35±1mm], Spring Core Wire [2.5 mm thick] of high tensile strength of 165 Kg / Sq.mm with tape [0.52mm thick] and weight 43.478 Grams / Metre and fixing to “Y” or Trapezoidal shaped angle iron brackets placed at 2.00m to 3.00m apart and with 6/9 horizontal RBT [Reinforced Barbed Tape] Wire, Stud tied with GI Staples and GI Clips to retain horizontal, including necessary bolts and coating with Px Compound [Anti Rust] complete all as specified and as directed. Note: Horizontal barbed wire & angle iron supports shall be measured and paid separately under relevant items of Schedule "A". Measurement shall be made for stretched length.
S & F in repairs Concertina Coil Fencing with Razor punched barb tape Concertina Coil made from High Tensile Spring Steel, High Carbon Wire conforming to IS – 4454 [Part – 1], of Grade –SM duly Hot Dipped Galvanised, 610mm dia, 10 Metre openable length, with Galvanised coating and Punched Tape material as per IS – 513, having 50 Nos Rounds per 6 Metre length [before stretching], having medium barbs [Barb length 24±1mm, Pitch between two barbs 35±1mm], Spring Core Wire [2.5 mm thick] of high tensile strength of 165 Kg / Sq.mm with tape [0.52mm thick] and weight 43.478 Grams / Metre and fixing to “Y” or Trapezoidal shaped angle iron brackets placed at 2.00m to 3.00m apart and with 6/9 horizontal RBT [Reinforced Barbed Tape] Wire, Stud tied with GI Staples and GI Clips to retain horizontal, including necessary bolts and coating with Px Compound [Anti Rust] complete all as specified and as directed. Note: Horizontal barbed wire & angle iron supports shall be measured and paid separately under relevant items of Schedule "A". Measurement shall be made for stretched length.
S & F in repairs MS Round bars 10mm dia and over, cut to length, bent to shape and binding with MS wire as in Running Bars for Chain Link Fencing complete all as specified and as directed.
S & F in repairs pre-painted Galvalume steel sheets of Trapezoidal profile having pitch 190mm, depth 29mm or Tiled Profile and thickness 0.50mm [Galvalume base-PPGL trapezoidal profile sheets], having tensile strength of 550 Mpa, fixed with aluminium self tapping screws, neoprene and EPDM washers of suitable size in roof covering complete all as specified and as directed. Note: Overlap shall be provided as specified by the manufacturer.
S & F in repairs pre-painted Galvalume steel Plain Sheets and thickness 0.50mm [Galvalume base-PPGL Sheets], having tensile strength of 550 Mpa, in ridges, hips, valley gutters, drip and straight flashing cut to length & bent to shape, girth sheets fixed with aluminium self tapping screws and neoprene and EPDM washers of suitable size in roof covering / cladding / eves trim/ rake trim and closure trim / valley rain water gutter / down spouts and top rafters etc. complete all as specified. Note: Overlap shall be provided as specified by the manufacturer.
M & L for 75 mm thick PCC 1:4:8, Type D-2, using 40 mm graded stone aggregate as in Sub base for flooring complete all as specified and as directed.
M & L for 75mm thick PCC 1:3:6, Type C-2, using 40 mm graded stone aggregate as in Sub base for flooring complete all as specified and as directed.
M & L for 25 mm thick PCC 1:2:4, Type B-0, using 10 mm graded stone aggregate as in Sub base for flooring complete all as specified and as directed.
M & L for 75mm thick PCC 1:3:6, Type C-1, using 20mm graded aggregate as in Plinth protection etc surface finished even and smooth with out using extra cement and providing 12mm thick joints for full depth of PCC at every 3.00 m and every change of direction duly filled with mastic filling comprising of 01 Part of heated bitumen blown grade of any penetration and 3 parts of sand [all by weight] complete all as specified and as directed.
M & L for PCC 1:2:4, Type B-2, using 40mm graded stone aggregate as in Floors/ Hard standing etc, surface finished even and fair complete all as specified and as directed.
M & L for Non Skid Ceramic Tiles, Joint Free, Coloured, of size exceeding 0.11 Sq.m and not exceeding 0.18 Sq.m, 8 mm thick [Square or Rectangular] as in Floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed or bedding layer of mortar 15 mm thick in Cement Mortar 1:4 complete all as specified and as directed.
M & L for Ceramic elevation tiles, rustic matt finished of size 300 x 600, 7 to 8 mm thick as in vertical surface set and jointed in neat cement slurry and pointed flush using polymer based cementitious tiling joint filler to match the shade of the tile over backing coat of 10 mm thick in cement mortar 1:3 complete all as specified and as directed. Make:-EXTERIA PLUS GVT Elevation tiles of VAMORA or equivalent tiles as per makes given in Particular Specifications. Notes: [a] The colour/ shade/ design of tiles shall be as approved by GE. [b] The tile joint shall be kept as 3mm using 3mm thick tile spacers and masking tape shall be provided before applying of the epoxy grout and the surplus grout materials shall be thoroughly cleaned immediately.
M & L for Granite Stone Slabs of 18 to 20 mm thick of Colour Mexican Red / Ruby Red / Z Black / Pearl Black as in Floors, Treads of Steps, Window Cills, Cooking Platform etc., and the like with machine cut edges, Table rubbed and prepolished to smooth mirror finish all to required sizes, granite stone slabs shall be of design / pattern as directed, including inlays, borders, margins in two or more colours / shades, designs / patterns of stone slabs, set and bedded with grey cement [slurry] and jointed and pointed flush using polymer based cementitious tiling joint filler to match the shade of the Granite Slabs including screed bed or bedding layer of mortar 20 mm thick in Cement Mortar 1:4 complete all as specified and as directed. Note: Single stone slab shall be used for entire Width and Length of Steps, Window Cills, Cooking Platform etc. and joints shall match with the flooring. The edges of treads shall be bull nosed / half rounded. The edges of the treads and landings shall also be provided with three Nos of grooves.
M & L for Pre-Polished designer Precast Chequered Cement Concrete Tiles of thickness 23 to 25mm, made with M-25 Grade plain Cement Concrete, Hydraulically pressed, approved shape, colour and pattern, size not less than 300 X 300 mm, set, jointed and pointed in neat cement slurry to match including screed bed or bedding layer of mortar 20 mm thick in Cement Mortar 1:4 complete all as specified and as directed.
M & L for Sand filling as in Sand Bed to Inter Locking Paving Blocks including filling interstices complete all as specified and as directed.
M & L for Inter Locking Paving Blocks of 80mm thick, made with M-40 Grade cement concrete using 20 mm graded stone aggregate, Hydraulically pressed of approved colour and pattern, shape and size conforming to IS - 15658 set in floors including taking down existing paver blocks of any description and size complete all as specified and directed.
M & L for keyed pointing in Cement Mortar 1:3 to random rubble uncoursed or brought up to coursed masonry complete all as specified and directed.
M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:4, finishing the top surface even and smooth without using extra cement complete all as specified and as directed.
M & L for rendering to stone masonry surfaces or surfaces other than fair faces of brick surfaces or on one side of lathing, 15mm thick in Cement Mortar 1:4, surfaces finished even and smooth without using extra cement complete all as specified and as directed.
M & L for rendering to brick / concrete surfaces, 15 mm thick in Cement Mortar 1:6, finishing the top surface even and smooth without using extra cement complete all as specified and as directed.
M & L for rendering 15 mm thick in Cement Mortar 1:6 on stone masonry surfaces or surfaces other than fair faces of brick surfaces or on one side of lathing, finishing the top surface even and smooth without using extra cement complete all as specified and as directed.
M & L for removing Plants with roots by chipping Walls / Beams / Junctions of Vertical Stacks / Water Supply lines or at any other location as directed, applying recommended chemical to prevent growth or plants and making good the disturbed portion with Cement Mortar 1:3 or with PCC 1:2:4, Type B0 [using 12.5 mm graded aggregate] and painting the surfaces to match with existing treatment / finishes and removing debris to a distance exceeding 1.50 KM but not exceeding 5.00 KM complete all as directed.
M & L for Three coats of white washing on newly plastered surfaces of walls, pillasters, cornices, etc., including necessary preparation of surfaces complete all as specified and as directed.
M & L for One coat of white wash on old decorated walls, pillasters, cornices, etc., including necessary preparation of surfaces by brooming down or steel wire brushing complete all as specified and as directed.
M & L for One coat of Acrylic Washable Distemper by using auto roller/ airless sprayer on old decorated surfaces of walls, pillasters, cornices, etc., including necessary preparation of surfaces by using vaccume based sanding machine complete all as specified and as directed. Note:- The contractor shall carryout Distempering under subject work through the Authorised Applicator of the manufacturer only. The lowest bidder shall submit MoU from manufacturer to provide technical support and trained persons for carrying out Distempering through their authorised applicators before commencement of the work to GE for approval.
M & L for One coat of Cement Based paint by using auto roller/ airless sprayer on old painted Walls/ ceilings, pillasters, bands, borders, soffits of chajjas and projections including necessary preparation of surfaces complete all as specified and as directed. Note:- The contractor shall carryout Cement Based Painting under subject work through the Authorised Applicator of the manufacturer only. The lowest bidder shall submit MoU from manufacturer to provide technical support and trained persons for carrying out Cement Based Painting through their authorised applicators before commencement of the work to GE for approval.
M & L for Two coats of Cement Based paint over a coat of Alkali Resistant Primer by using auto roller/ airless sprayer on newly plastered Walls/ ceilings, pillasters, bands, borders, soffits of chajjas and projections including necessary preparation of surfaces by using vaccume based sanding machine complete all as specified and as directed. Note:- The contractor shall carryout Cement Based Painting under subject work through the Authorised Applicator of the manufacturer only. The lowest bidder shall submit MoU from manufacturer to provide technical support and trained persons for carrying out Cement Based Painting through their authorised applicators before commencement of the work to GE for approval.
M & L for One coat of Weather Proof Exterior Emulsion Paint [100% Acrylic] by using auto roller/ airless sprayer on old painted Walls/ ceilings, pillasters, bands, borders, soffits of chajjas and projections including necessary preparation of surfaces by using vaccume based sanding machine complete all as specified and as directed. Notes:- (a) The contractor shall carryout Weather proof Exterior Emulsion Painting under subject work through the Authorised Applicator of the manufacturer only. The lowest bidder shall submit MoU from manufacturer to provide technical support and trained persons for carrying out Weather proof Exterior Emulsion Painting through their authorised applicators before commencement of the work to GE for approval. (b) The work shall be carried out up to G+4 Storey height and the rate quoted is deemed to be including providing double scaffolding and safety measures as required and removal of the same on completion complete all as specified and as directed. Nothing shall be paid extra on this account.
M & L for Two coats of Weather Proof Exterior Emulsion Paint [100% Acrylic] by using auto roller/ airless sprayer over a Coat of Weather Proof Exterior Primer of same manufacturer as that of paint on newly plastered walls/ ceiling, pillasters, bands, borders, soffits of chajjas and projections including necessary preparation of surfaces by using vaccume based sanding machine complete all as specified and as directed. Notes:- (a) The contractor shall carryout Weather proof Exterior Emulsion Painting under subject work through the Authorised Applicator of the manufacturer only. The lowest bidder shall submit MoU from manufacturer to provide technical support and trained persons for carrying out Weather proof Exterior Emulsion Painting through their authorised applicators before commencement of the work to GE for approval. (b) The work shall be carried out up to G+4 Storey height and the rate quoted is deemed to be including providing double scaffolding and safety measures as required and removal of the same on completion complete all as specified and as directed. Nothing shall be paid extra on this account.
M & L for one coat of synthetic enamel paint on old painted steel surfaces of any description not other wise described over 10 cm width or girth including necessary preparation of surfaces complete all as specified and directed.
M & L for one coats of synthetic enamel paint old painted steel surfaces of any description not exceeding 10cm width or girth including necessary preparation of surfaces complete all as specified and directed.
M & L for two coats of Synthetic Enamel paint over one coat of Red Oxide / Zinc Chrome Primer on new steel surfaces over 10cm width or girth including preparation of surfaces complete all as specified and as directed.
M & L for Two coats of synthetic enamel paint over one coat of Red Oxide / Zinc Chrome Primer on new steel surfaces not exceeding 10cm width or girth including necessary preparation of surfaces complete all as specified and as directed.
M & L for Two Coats of synthetic enamel paint over a coat of plaster coat primer on newly plastered surfaces or on new Brick, Stone, Concrete, Asbestos Cement, Particle Board surfaces over 10cm width or girth including necessary preparation of surfaces complete all as specified and as directed.
M & L for One Coat of synthetic enamel paint on old painted Brick, Stone, Concrete, Asbestos Cement, plaster surfaces or Particle Board surfaces over 10cm width or girth including necessary preparation of surfaces complete all as specified and as directed.
M & L for One Coat of synthetic enamel paint on old painted wooden surfaces over 10cm width or girth including necessary preparation of surfaces complete all as specified and as directed.
S & F in repairs Stainless Steel frame work made with Stainless Steel Pipes/ tubes of wall thickness not less than 1.6mm, Grade 304, standard quality, bright polish finish, as in frame work of sign boards including vertical posts, etc., welded at the turnings and junctions, welded portions shall be completely grinded and brought to bright and smooth finish including all bends, elbows, posts embedded into concrete complete all as specified and as directed.
S & F in repairs Single sided Sign Boards made out of high Intensity Prismatic Retro Reflective sheet conforming to ASTM-D 4956-01 Type-IV, fixed over and including 3mm thick aluminium sheet as approved by GE with letters [Block, Roman, Italic or Indian] including necessary stops, commas, short lines, dashes, brackets, arrows, borders, etc. as per IRC 67 - 2001 in silver/white with blue/green or any other colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to Class II ASTDM - D - 1956 -01 and fixing same to the frame work by means of suitable size aluminium alloy, rivets or bolts and nuts complete all as specified and as directed.
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tech_bid_open.pdf
tech_eval.pdf
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boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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