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Periodical Services To Certain Building Alongwith Adm Block Of Nd ( V ) And Strengthening Of Structural Members And Connected Works To Enhance The Service Life Of Certain Building Of Area B Of Nd V Under Ge ( I ) Dm Visakhapatnam, visakhapatnam-Andhra Pradesh

Military Engineer Services-MES has published Periodical Services To Certain Building Alongwith Adm Block Of Nd ( V ) And Strengthening Of Structural Members And Connected Works To Enhance The Service Life Of Certain Building Of Area B Of Nd V Under Ge ( I ) Dm Visakhapatnam. Submission Date for this Tender is 22-09-2022. Building Work Tenders in visakhapatnam Andhra Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

33016249
Corrigendum : Periodical Services To Certain Building Alongwith Adm Block Of Nd ( V ) And Strengthening Of Structural Members And Connected Works To Enhance The Service Life Of Certain Building Of Area B Of Nd V Under Ge ( I ) Dm Visakhapatnam
Open Tender
Indian
Andhra Pradesh
visakhapatnam
22-09-2022

Tender Details

Periodical Services To Certain Building Alongwith Adm Block Of Nd ( V ) And Strengthening Of Structural Members And Connected Works To Enhance The Service Life Of Certain Building Of Area B Of Nd V Under Ge ( I ) Dm Visakhapatnam

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 29-Jul-2022 Corrigendum No 1 Date 12-08-2022
2 04-Aug-2022 Corrigendum No 2 Date 19-08-2022
3 10-Aug-2022 Corrigendum No 3 Date 29-08-2022
4 20-Aug-2022 Corrigendum No 4 Date 05-09-2022
5 26-Aug-2022 Corrigendum No 5 Date 12-09-2022
6 03-Sep-2022 Corrigendum No 6 Date 22-09-2022
7 09-Sep-2022 Corrigendum No 7 BOQ 22-09-2022

Key Value

Document Fees
INR 1000 /-
EMD
INR 139000.0 /-
Tender Value
INR 76 Lakhs /-

BOQ Items

Name of Work:PERIODICAL SERVICES TO CERTAIN BUILDING ALONGWITH ADM BLOCK OF ND (V) AND STRENGTHENING OF STRUCTURAL MEMBERS AND CONNECTED WORKS TO ENHANCE THE SERVICE LIFE OF CERTAIN BUILDING OF AREA ‘B’ OFNAVAL DOCKYARD VISAKHAPATNAM UNDER GE (I) DM VISAKHAPATNAM
Sl. No. Item Description
1Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down water etc., complete all as specified and as directed.
2M&L for rendering15 mm thick plaster in CM (1:4) using SBR latex emulsion @ 4% by weight of cement all as specified on fair face of brick or concrete surfaces of walls finished even and smooth without using extra cement, complete all as specified and as directed. (Make of SBR emulsion/latex: Sika, Fosroc, STP,Dr Sunanada, BASF, star coatings,measured and paid seperately.)
3Supply only Styrene Butadiene Rubber (SBR) latex emulsion complete all as specified and as directed..Make of SBR emulsion / latex : Sika, Fosroc, STP,Dr Sunanada, BASF, star coatings
4M&L rendering 10 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished smooth even without usig extra cement complete all as specified and as directed..
5M&L for finishing walls with acrylic smooth exterior paint of required shade new work (two coats applied @ 1.67 Ltr Per10 Sqm over and incl priming coat of exterior primer applied @ 2.20 Kg/10 Sqm complete all as specified and as directed.
6M&L for preparation of new plastered surface and applying two coat ofoil bound distemper on wallsover and including one coat of alkali resistantprimerover 2-3 mm thick wall care putty, complete all as specified and as directed.
7M&L for complete removal of existing treatment on existing surface and applying two coat ofoil bound distemper on wallsover and including one coat of alkali resistant primerover 2-3 mm thick wall care putty, complete all as specified and as directed.
8M&L forapplying one coat of weather proof exterior emulsion paint on wallsupto height of four storied bldgs, complete all as specified and as directed.
9M&L for complete removal of existing treatment on existing surfaceand applying two coat of weather proof exterior emulsion paint on walls overone coat of primerupto height of four storied bldgs, complete all as specified and as directed.
10M&L for providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete all as specified and as directed.
11M&L for finishing walls with textured exterior paint of required shade: New work( two or more coats applied @3.28ltr/10sqm) over and including priming coat of exterior primer applied@ 2.20kg/10sqm complete all as specified and as directed.
12M&L for complete removal of existing treatment on existing ceiling surface and applying three coat ofwhite wash on cieling , complete all as specified and as directed.
13M&L for complete removal of existing treatment on existing wall surface and applying three coats of white wash on wall, complete all as specified and as directed.
14M&L for preparation of old plastered surface and applying one coat of cement base paint on wallscomplete all as specified and as directed.
15Preparation of old untreated steelsurfaces of any description, not otherwise described, over 10 cm width or girth and applying two coats of Synthetic enamel paint over a coat of zinc chrome primer complete all as specified and as directed.
16Demolition of brick masonry built in cement mortar and taking out debris outside NDV complete all as specified and as directed.
17M&L for Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar 1:4 complete all as specified and as directed.
18M&L for Pre-cast cement concrete block masonry Type C1 1:3:6 (20mm graded aggregate)with solid blocks, exc. 10 cm in width and setting in CM 1:6, complete all as specified and as directed.
19Demolition of PCC flooring (unreinforced) of any description and in any position not otherwise specially provided (Below or above ground level) and removing debriesout side to Dockyard premesis complete all as specified and as directed.
20M&L cement concrete 1:2:4 type A1(using 20mm gradedstone aggregate)as in flooring, PCC bed, plinth protection, ramp, mass concrete including finishing the surface even and smooth without using extra cement complete all as specified and as directed.
21Material & labourfor reinforcement steel using TMT rebars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed.
22M&L rendering 15 mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 and finished smooth even without using extra cement complete all as specified and as directed.
23M&L for rendering10 mm thick plaster in CM (1:4) using SBR latex emulsion @ 4% by weight of cement on fair face of brick or concrete surfaces of walls finished even and smooth without using extra cement complete all as specified and as directed. (Make of SBR emulsion/latex: Sika, Fosroc, STP,Dr Sunanada, BASF, star coatings,measured and paid seperately.)
24M&L rendering 5 mm thick in cement mortor 1:3 on concrete surfaces as in ceilings and finishing surfaces even and smooth without using extra cement complete all as specified and as directed.
25Demolition of concrete of any description and in anypositionnot otherwise specifically provided for and removing debris outside ND(V) complete all as specified and as directed.
26Material & labour for chipping & removal of existing damaged, cracked , spalled & loose portion of concrete ofthe RCC members (20mm to 50mm thick)completely till the reinforcement is exposed and sound concreteis observed by using mechanical means and manual chisels and further the surface is jetted with clean water for removal of dust and loose particles complete all as specified and as directed. (Note : Work shall be executed on any floor up to five floors or 20m heightof buildings)
27M&L for preparation of exposed surafaces of rustedsteel reinforcement with metal wire brush ,cleaning the rustedsurfaces free from loose rust and application ofrust remover cum passivator painted with brush to the rusted reinforcement , and removing rust with flex after 24 hours of application of rust remover with the help of wire brush, sand paper and thoroughly washed with water with the help of pressure jet and allowing it todry complete .( Area of cleaned reinforcement steel bar shall be measured for payment.)
28M&L for preparation of surfaces of steelof reinforcement by cleaning thruoghly and providing , mixing andapplyingzinc anti-rust agent as per manufacturers method of applicationtorebar corrosion protection system to reinforcement( Sika / fosroc/BASF/ Dr sunanda)@3.75Kg/Sqm surfaceof steel reinforcement in two coats.
29Material & labour applying a coat of Polymer modified cementious bonding coaton the concrete surfaces with one part of Styrene Butadiene Rubberlatex emulsion (SBR latex) manufactured by M/s Fosrocchemicals or equivalent chemicals manufactured by Sika India Pvt Ltd / Choksey Chemicals Pvt. Lt with four parts of water and six parts of cement by weight. Coverage of SBR latex-0.25Ltr / sqm for one coat complete all as specified and as directed.
30Material & labour for providing Shear connectors and Anchoring by drilling 16 mm dia holes up to depth of 100mm in concrete surfaces and fixing 10 mm diaTMT bars L shaped anchor rods as shear connectors by using Fosroc Lokfix chemical (Mixofbase and hardener of the polyester resin)in defective concrete area ofthe slab / column / beams / chajjas / lintel etcor any other structural member as per site requirement after cleaning the drilled hole by using water jet and after dryingclean the surface with blower to remove all loosefine particles present in the hole.The Mix of base and hardener of the polyester resin shall be prepared by thorough mixing of base & hardener by the help of spatula. After preparing the mix the holes shall be filledto a minimum depth of 1/3rd of the hole with the prepared polyester resin and the reinforced bar shall be inserted to full depth of hole and extra length of the reinforcement bar shall be bent into the concrete to maintain proper cover to the reinforcement complete all as specified and as directed.
31Material & labour for applying polymer modified, cementitious mortar fibre reinforced, single component shrinkage controlled, (Renderoc SP40 of Fosroc Make or equivalent in Sika / Choksey)having a compressive strength of 40 MPA strength for reparing of RCC members like columns, Beams / Slab soffits etc complete all as specified and as directed.
32Material & laobur for application of polymer modified reinstatement mortar 20mm thick in isolated places of repair works of RCC members with Rendroc S2 of M/s Fosroc make or equivalent in Sika / Choksey having a compressive strength of 40 MPa complete all as specified and as directed.
33Taking downchowkats or frames exc 1.5 sqm but n exc 4 sqm each with shutters (Without taking off shutters from the frame) and removing away from site complete all as specified and as directed.
34M & L Anodised aluminium powder coated frame for doors, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified and as directed.
35Supply and fixaluminium door shutter with chowkats mad out of hollow aluminium sections as mentioned below, each shutter having 2 Nos. ‘D’ type aluminium handles of 200 mm long,2 Nos. aluminium tower bolts of 200 mm long and 1 No. mortice lock of 6 lever with key in duplicate, regulated by double action hydraulic floor door spring, shutter partly glazed with 5 mm thick sheet glass and partly paneled with 12 mm thick pre-laminated particle board fixed with glazing clips, rubber beadings and aluminium beading all complete all as specified and as directed. Chowkat size:101.60 x 44.45 x 2.40 mm (1.608 Kg./RM appx.) ShutterTop rail: 114.30 x 2.15 mm thick (1.836 Kg./RMappx.) Bottom rail :150.00 x 2.20 mm thick (2.376 Kg./RM appx.) Middle rail:83.50 x 1.70 mm thick (1.243 Kg./RM appx.) Vertical rail :85.00 x 1.80 mm thick (1.302 Kg./RM appx.)
36S&F factory made UPVC white colour sliding window three track of area not exceeding 2.00 sqm each made of extruded profiles with wall thickness of 2.3mm (+ -0.2mm). Window profile with hollow section with multi chamber. Frame (88mm x 52mm), sliding sash (42mm x 67 mm). Sliding mesh Sash (42mm x 57mm) sliding interlock (one vertical lenght in each shutters) (45.5mm x 28mm), Glazing bead (24.5mmx 16mm) will be miterd cut and fusion welded at all corners, including drilling of holes for fixing hardware and drainage of water etc., making arrangement for fixing of hardware. EPDM gasket, 1.2 + - 0.2mm thick galvanised steel frame (30mm x 18mm) 2 nos, sliding sash (30mm x 18mm), sliding mesh sash (26mm x 10mm) profile to be inserted in required profile, frame will be fixed to the wall with 8mm x 100mm long fasteners, Hardware (Touch Lock of zinc alloyed (white powder coated ), steel roller system, stainless steel wire cloth 0.36mm nominal dia of wire and average width of aperture 1.40mm and required accessories complete all as specified and as directed.. Note: the unit rate quoted by the contractor excludes cost of glass and includes all other connected accessories. Net opening will be measured for payment purpose.
37Supply and fix for partition wall (Pannels of 1.44 sqm (approx) made out of aluminium anodized standard hollow sections 101.60 X 38.10 X 1.95mm thick snap fit beadings, standard rubber gasket,5 mm thick sheet glass and 12mm thick pre-laminated perticle board, interior grade, pre-laminated one side with decorative choice lamination and other side balancing light grey lamination complete all as specified and as directed. Note : The unit rate quoted shall be deemed to include for taking down unserviceable partitions.
38S&F sheet ordinary glass 4.8 mm thick ordinary quality fixed with aluminium beads in squares not exc 0.5 Sqm in each pane complete all as specified and as directed.
39S&F stainless steel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tacks or stainless steel wire staple complete all as specified and as directed.
40Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing) and removingrubbish outside ND(V) premises complete all as specified and as directed.
41M&L light shade non skid ceramic tiles 8-10 mm thick (square/ rectangular) polished, area of each tiles exceeding 0.18 sqm but notexceeding 0.38 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to matchover 15 mm thick 1:6 cement morter including roughning surface of old concrete floor by picking sweeping clean and washing down with water to remove dust and brushing neat cement slurry with 3 kg of cementper sqmcomplete all as specified and as directed.
42M&L light shade non skid ceramic tiles 7-8 mm thick (square/ rectangular) polished, area of each tiles exceeding 0.11 sqm but notexceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to matchover 15 mm thick 1:6 cement morter including roughning surface of old concrete floor by picking sweeping clean and washing down with water to remove dust and brushing neat cement slurry with 3 kg of cementper sqmcomplete all as specified and as directed.
43Material & labour for granite (any type) work (table rubbed and polished) 18 to 20 mm thick in working platform,cooking platfoormand like including cutting in oval shape for oval type WHB below counter basin etc,. in cement mortar (1:4) including pointing in white cemnt (1:2) using marbledust with admixture of pigment to match complete all as specified and as directed.
44Material & labour for rounding to edges of granite stone slabs one edge such as in counter type WHB platform etc., complete all as specified and as directed.
45M&L for preparation of new plastered surface of walls and applying three coats of white wash on ceiling complete all as specified and as directed.
46M&L for preparation of new plastered surface of walls and applying two coats of oil bound distemper over a coat of alkali resistant primer complete all as specified and as directed.
47M&L for preparation of new plastered surface and applying two coat of weather proof exterior emulsion paint on walls over a coat of alkali resistant primer complete all as specified and as directed.
48M&L for complete removal of existing treatment and applying two coats of oil bound distemper over a coat of alkali resistant primer etc complete all as specified and as directed.
49M&L for preparation of old decorated surfaces of walls and applying two coats of oil emulsion distemper over a coat of alkali resistant primer over two coats of wall care putty and cutting to smooth surfaces by sand paper complete all as specified and as directed.
50M & L for preparation of old decorated surfaces of walls and applying two coats of exterior emulsion paint (weather coat) over a coat of alkali resistance primer over two coats of wall care putty and cutting to smooth surfaces by sand paper complete all as specified and as directed.
51Dismantling mild steel work of any description complete all as specified and as directed.
52M&L for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channel, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc ., of required size, on the top of floor or the side of waist slab with suitable arrangement complete all as specified and as directed.
53S&F in repairs structural steel of (Gde-E-250) quality-B for stairs (framed) including stringers, treades, landing, balusters, hand rails etc. including cleats, brackets, frame work where required etc. including welding where necessary complete all as specified and as directed.
54Dismantling plain galvanised MS Sheet / corrugated steel sheeting any guage or any thickness in roof coverings etc complete all as specified and as directed.
55S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in chajjas, roof covering/cladding to wall, fixed with self tapping screws complete all as specified and as directed.
56S&F Steel work in tubular/angular pole,trussed, purlins, crane gantries, rails, fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections)including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as specified and as directed.
57Material and labour for preparation of new steel surfaces over 10 cm width or girth and applying two coats of synthetic enamel pait over a coat of Zinc chrome complete all as specified and as directed.
58Note: The above quoted items Ser No 01.00 to 15.00 are to be executed with proper safety gears and necessary double scaffolding arrangements to carry out the repair works. The rates quoted shall be accordingly considered for all the safety measure, scaffolding, height, lead and lift in the items.
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