Military Engineer Services-MES has published Tender For Provn Of Scooter Cum Bicycle, Galvalume Sheets In Lieu Of Ac Sheets False Ceiling Curtain Rods, Wire For Drying Clothes In Bldg No Np-01,02, 48, 50, 11 And Np100 In An Inf Bn And Store Room For Lpg Hygiene And Chemicals At Hq Nc Camp Under. Submission Date for this Tender is 07-06-2023. General Hardware Tenders in udhampur Jammu And Kashmir. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 16-May-2023 | Corrigendum No1 | BOQ | 24-05-2023 |
| 2 | 23-May-2023 | Corrigendum No. 3 | Other | 31-05-2023 |
| 3 | 23-May-2023 | Corrigendum No. 2 | Date | 31-05-2023 |
| 4 | 31-May-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 07-06-2023 |
| Sl. No. | Item Description |
| 1 | Demolition of cement concrete (unreinforced) in ground floor and in paving not exceeding 15 cm thickness (below or above ground level), complete all as specified and as directed by Engr-in-Charge. |
| 2 | M &L for 50mm thick Plain cement concrete (1:4:8) type D-2 using 40mm graded crushed stone aggregates as in sub base, complete all as specified and as directed by Engr-in-Charge. |
| 3 | Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed by Engr-in-Charge. |
| 4 | M & L for designing, providing fabricated, assembling and erection of pre stressed special Arch Membrane roofing structure with MS tubular frame work ( As per IS structural steel ) in desired profile as per conceptual drawing with type II Precontraint as per manufacturing and supplying standards by Serge Ferrari/Mehler/Verseidag/Sioen. The membrane should confirm to the manufacturing and supplying standards by being pre stretched in both weft and weft direction manufacturing to perform best dynamic stability in both warp and warp direction with approved installers and manufacture for Arch roofing with and atleast two executed job reference in this connection. The fabric must be of HT polyester yarns 1100D tex coated with uniform 230 micron PVC coating over the polyester yarn. The top quote over the PVC must be of height concentration with easy clean availability and superior white pigmentation of the membrane. The dimensional stability of the fabric should be measure as per elongation test of 24 hrs - 10DAN / 5cm which should confirm < 1 % - < 1 % ( EN15977 ) and residual elongation should confirm < 0.4 % -0.4% ( EN15977 ) ensuring dimensional stabilityin both weft and warp direction, minimum weight should be 900 to 950gm per sqm (EN ISO 2286-2), 4200/4000 N / 50mm ( EN ISO1421 ) and tear strength of 550 / 500N ( DIN53363 ) and with a guarantee of 10 yrs ( with non depreciating guarantee for first three years ) from the manufacturer, pole to pole spacing of the fabric shouldbe as Arch drg, Plan area of covering used for Cantilever car parking Chargeable area will be fabric surface area inducing the measurement of the fitting used for fixing the civil drawing of foundation will be provided by the supplier and the foundation if any shall be made by contractor. |
| 5 | Srl item No 04 Contd … Measurement for payment shal be taken as tensile febric area. The wind pressure report along with foundation drawing shall be provided by the supplier / contractor for future reference as per direction of Engr-in-Charge approved by GE. Minimum design criteria of structure:Round pipe pillar 250mm dia, Rafter round 125mm dia, Connecting Rafter Pole to pole 125mm dia, Cantilever round/ Purlin 75mm dia, Base plate 450x550 mm, SS plate Nd 25 mm dia nut bolt, Gl wire rope for fabric, Deco Primer and Paint, 900 GSM Sione white Fabric, pole to pole Distance 3.35m/ 6.7m, Clear Height is 2.25m, excavation pit size 1 m x 1m x 1.2m , lean concrete 150 mm thick (1:4:8) type D2 for col footing, 20 mm dia TMT bar in footing and base column at spacing 100mm centre to centre and also refer IS:456 considering wind pressure, structural design, foundation RCC M-30 (Design mix) all catered work is deemed to be included in unit cost. |
| 6 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed by Engineer-in Charge. |
| 7 | M&L for Plain cement concrete (1:2:4), type B-1 (using 20 mm graded stone aggregates) in roof kerbs or mud stops, rounded or chamfered on edges complete all as specified and directed by Engineer-in Charge. |
| 8 | Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying cables/pipes, etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth in any type of soil and getting out soil, complete all as specified and as directed by Engr-in-Charge. |
| 9 | Description all as per Srl item No. 07 here in before but depth exceeding 1.5m but not exceeding 3m complete all as specified & directed by Engineer-in-charge. |
| 10 | M&L for Plain cement concrete 1:4:8 type D-2 using 40mm graded crushed stone aggregates as in foundation, filling and mass concrete, complete all as specified and as directed by Engr-in-Charge. |
| 11 | Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick in any type of soil, complete all as specified and as directed by Engr-in-Charge. |
| 12 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point, complete all as specified and as directed by Engr-in-Charge. |
| 13 | Demolition of brick work or stone masonry built in cement mortar including all quoins arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles, complete all asspecified and directed by Engr-in-Charge |
| 14 | Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engr-in-Charge. |
| 15 | M&L for Walling of random rubble stone masonry uncoursed, with best quality locally available stones, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed by Engr-in-Charge. |
| 16 | Description all as per serial item No 14 here in before but except stone. |
| 17 | Brick work with old size sub class "B" bricks, straight or curved on plan to any radius built in cement mortar 1:6, complete all as specified and as directed by Engr-in-Charge. |
| 18 | M&L for 40mm thick precast cement concrete 1:2:4 , type B-0 (using 12.5mm graded crushed stone aggregates) louvres and jallies, (measured solid), including all mouldings , set in CM 1:6, complete all as specified and as directed by Engr-in-Charge. |
| 19 | RCC (Nominal mix) type B1 ( 1:2:4), using 20 mm graded crushed stone aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span, complete all as specified and as directed by Engr-in-Charge. |
| 20 | M&L for Use and waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. to obtain rough flat finished surface of concrete complete all as specified and as directed by Engr-in-Charge. |
| 21 | TMT mild steel bars, 10mm dia and over, as in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including MS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engr-in-Charge. |
| 22 | TMT mild steel bars, 6mm dia and over upto and including 8mm dia in stirrups, spacers and binders and binding with and including MS wire (annealed not less than 0.9mm dia), complete all as specified and as directed by Engr-in-Charge. |
| 23 | M&L for Raised pointing to random or polygonal rubble stone Masonry, uncoursed or brought upto courses, in cement mortar 1:3 complete all as specified and as directed by Engr-in-Charge. |
| 24 | M&L for Hand packing (any thickness) of broken stone or boulder at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed by Engr-in- Charge. |
| 25 | S&F 110mm bore, PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls or as in weep hole, complete all as specified and as directed by Engr-in- Charge. |
| 26 | S&F Mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 gde E-165, complete all as specified and as directed by Engr-in-Charge. |
| 27 | S&F Galvanised, 2 strand, steel barbed wire 2.24 mm dia, barbed with 2.00 mm dia barbs at 75 mm spacing, straining and fixing to any standard rails and straining bolts, including securing or tying at crossing with and provision of galvanised mild steel wire staples or steel pins etc all as specified. (Each line of wire to be measured) |
| 28 | S & F for concertina coil 500mm dia and 150mm prolong fixing to any type of standard rails including screwing in position complete all as specified and as directed by Engr-in-Charge. |
| 29 | Preparation of new steel surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint over and including a coat of red oxide chrome primer, complete all as specified and as directed by Engr-in-Charge. |
| 30 | M&L for 15mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:4, finish surfaces fair and evenwithout using extra cement, complete all as specified and as directed by Engr-in-Charge. |
| 31 | M & L for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and as directed by Engr-in-Charge. |
| 32 | Supply, laying and testing of XLPE insulated sheathed armored heavy duty LT 1100 Volts grade cable with aluminum conductors laid in trenches/pipe, fixed to poles, walls of size 25 sqmm 4 core including taking up/down old unserviceable cables complete all as specified and as directed by Engr-in-Charge. |
| 33 | Supply and ererction in vertical position Steel tublar swaged poles erected truly vertical or planted as strut complete with 6 mm thick mild steel base plate (300mmx300mm), welded to pole, finial taper cap,bolts,nuts & screws, poles made out of ERW MS tubing conforming to IS 2713 Part-II. Type 410-SP-37 (9.0 m long) including drilling of holes of required size for fixing of cross arms, painting the exposed surfacs of pole with two coats of aluminium paint over a coat of two coats of zinc chrome primer and two coats of black bitumenous paint internally & portion embedded in concrete, making five black & white bands at lower portion of pole each 300 mm wide alternatley upto the height of 1.5 m, and marking pole No. with black paint at suitable height including making two nos holes of suitable size in steel tubular pole by gas welding for passing PVC cable connection from junction box to security lights through pole where junction box to be fitted in pole complete all as specified and as directed by Engr-in-Charge. Note :- Excavation and earth work, PCC in foundation steel clamps, MS Cross arms andbracing of angle iron etc., shall be measured and paid for separetely under relevant items. |
| 34 | Terminal box made out of SMC with hinged door and locking arrangements of size 140x140x95mm (in repair) including Backlite 4 way connector, M S. Clamps suitable for pole PCC / MS / GI / rail etc. with bolt, nut and washer, electrical connections including MCB SP 6 32 Amps complete all as specified and as directed by Engr-in-Charge. Make - Sintex product code No GSJB - 1414 or its techno commercial equivalent in Havells / CG / Polycab / Bajaj |
| 35 | 1100 Volt grade heavy duty cable (in replacement) PVC insulated stranded red copper conductor multistranded 1.5 sqmm cable flat or round, complete all as specified & directed by Engr-in-Charge. |
| 36 | DWC pipe conforming to IS : 14930 ( Part - II ) / IS16205 Part -II 42 mm outer dia 06 m each (Bar) in trenches crossing in drain etc.for protection of UG cable complete all as specified and directed by Engr-in-Charge. |
| 37 | Taking down cement plaster, any description on brick or stone or cement concrete walls including raking out joints, hacking for key, removing all type of vegetation (like peeple tree etc) scrubbing down with water complete all as specified and as directed by Engr-in-Charge. |
| 38 | Dismantling wall ceiling board ( fibre, pulp, insulation etc. ) or insulation board / slab / blankets any thickness including cover fillets complete all as specified and as directed by Engr-in-Charge. |
| 39 | Dismantling Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings including ridges, complete all as specified and as directed by Engr-in-Charge. |
| 40 | S&F Welded steel wire fabric mesh weight not exceeding 4 Kgs per sqm fixed to wood or steel memberscomplete all as specified and as directed by Engr-in-Charge. |
| 41 | M&L for Rolled mild steel work of angle iron as in frames of doors & Cup Board etcconforming to grade Fe 290 (E-165)complete all as specified and as directed by Engr-in-Charge. |
| 42 | S&F Plain mild steel wire, galvanised class 3, in fencing including straining and fixing to wood, concrete or steel posts and/or to straining bolts, including securing with and provision of galvanised iron tying wire, galvanised iron staples or steel pins, etc. complete all as specified and as directed by Engr-in-Charge. (each line of wire to be measured) |
| 43 | 15 mm thick rendering in two layer (10mm + 5mm) on fair faces of brick /concrete on wall including facia chhajja etc.surfacesin cement mortar 1:4 and finishedeven and smooth without using extra cement including mixing Liquid water proofing compund in the proportion as mentioned in manufacturer"s instructions complete all as specified and as directed by Engr-in-Charge. Note : Water proofing compund to be measured and paid for separately as supply only. |
| 44 | 10mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:6, finish surfaces even and smooth without using extra cement, complete all as specified and as directed by Engr-in-Charge. |
| 45 | Preparing newly plastered or unplastered surfaces of wall and applying two coats of cement base paint over a coat of suitable primer, complete all as specified and as directed by Engr-in-Charge. |
| 46 | Applying two coat of oil bound distemper over andincluding a coat of primerincluding preparation of newly plastered surfaces of wall complete all as specified and as directed by Engr-in-Charge. |
| 47 | Supply only liquid water proofing compound,complete all as specified & directed by Engr-in-Charge. |
| 48 | Preparation of new steel and iron surfaces exceeding 10cm width or girth and applying two coats of synthetic enamel paint over one coat of red oxide/zink chrome primer, complete all as specified and as directed by Engr-in-Charge. |
| 49 | Providing cement concrete in steps, seismic and other similar bands, parapets and railings up to 60 cm in hieght, coping, kneeless apex stones, bed plates, kerbs not provided for including weathering, slightly rounded or chamfered angles all as directed, 1:2:4 mix type B-0 complete all as specified and as directed by Engr-in-Charge. |
| 50 | S&F 4 to 6mm thick Cement fibre board (designer ceiling) of size 600mm x 600mm panel conforming to IS 14862 type B category three including GI frame work with size of grid 605mm 605mm including all accessories, the fibre sheet should be fire resistant, water resistant, termite resistant, environment friendly & 100% asbestos free, complete all as specified and as directed by Engr-in-Charge. |
| 51 | S&F Pre-painted coloured corrugated profiled Galvalume/Zincalume sheet with min 0.60mm TCTwith BTM of 0.55mm thick conforming to IS -513 (AZ-150 GSM, Al Zn alloy metallic coating 550MPA yield stress as per AS-1397), as in roof covering/clading to wall fixed with self taping screws, colour/exterior coat of silicon modified polyster/ BHP x RW paint system 20 micron top coat applied over 5 micron primer and a micron polyster back coat applied over 5 micron primer, all fixed with galvanised self drilling self tapping fastener(12-14x55 with EPDM seals), complete all as specified and as directed by Engr-in-Charge. |
| 52 | S&F Pre-painted coloured plain steel profiled Galvalume/Zincalume sheet with Min 0.60 mm TCT with BTM of 0.55mm thick conforming to IS-513(AZ-150 GSM, Al Zn alloy metallic coating 550 MPA yield stress as per AS-1397) as roof ridge colour/exterior coat of silicon modified polyster/BHPxRW paint system 20 micron top coat applied over 5 micron primer and a 5 micron polyster back coat applied over 5 micron primer ,all fixed with Galvanised self drilling self-tapping fastener (12-14x55 with EPDM seals) complete all as specified and as directed by Engr-in-Charge. |
| 53 | M&L for Rolled mild steel in roof trusses (framed), trussed, purlins, crane gantries, rails and fastening and heavy bracket framing ( beam, tee, angle, channel or flat section) including distance pieces conforming to Fe 410-W, Gde E-250 Quality "A", complete all as specified and as directed. Note: All steel structures (truss and other member) shall be as per Drg NoCE/TD/911/88 Sheet 1/20 t0 20/20. |
| 54 | S&F in repairs 25 mm dia SS antique type curtain rods with bracket fixed to wall with suitable screws and onion type end brackets all as per approved design/colour/pattern fixed complete all as specified and as directed by Engr-in-Charge. |
| 55 | Excavating in post holes (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n.exc 50m and making good surface as in any type of soil, complete all as specified and as directed by Engr-in-Charge. |
| 56 | M&L Plain cement concrete (1:2:4) type B-2 using 40mm graded stone aggregate as in foudation, filling, sub baseand mass concrete complete all as specified and as directed by Engr-in-Charge. |
| 57 | Plain cement concrete 1:2:4 type B-1 using 20mm graded crushed stone aggregates as in coping, benching and similar work etc including necessary form work complete all as specified and as directed by Engr-in-Charge. |
| 58 | M&L Boulder filling dry, hand packed tightly, as in wire crate apron bunds, complete all as specified and as directed by Engr-in-Charge. (wire crate shall be measured seperately ) |
| 59 | M&L Raised pointing to random or polygonal rubble stone Masonry, uncoursed or brought upto courses, in cement mortar 1:4 complete all as specified and as directed by Engr-in-Charge. |
| 60 | M&L Hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165, complete all as specified and as directed by Engr-in-Charge. |
| 61 | 110mm bore, PVC (SWR) pipes, single or double socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed by Engr-in- Charge. |
| 62 | Surface excavation not exc. 30 cm deep and averaging 15 cm deep and getting out in any type of soil complete all as specified and as directed by Engr-in-Charge. |
| 63 | M&L for RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beam; plinth beams; bases of columns, etc.; basement slabs, under-reamed piles and mass concrete, complete all as specified and as directed by Engr-in-Charge. |
| 64 | M&L for RCC M-25 (design mix), using 20 mm graded crushed stone aggregate as in columns, pillars, piers, posts and struts, complete all as specified and as directed by Engr-in-Charge. |
| 65 | RCC M-25 (design mix), using 20 mm graded crushed stone aggregate. as in chajjas all as specified and as directed by Engr-in-Charge. |
| 66 | RCC M-25 (design mix), using 20 mm graded crushed stone aggregate. as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and as directed by Engr-in-Charge. |
| 67 | TMT mild steel bars, 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders and binding with and includingMS wire (annealed not less than 0.9mm dia) , complete all as specified and as directed by Engr-in-Charge. |
| 68 | Use and waste of formwork to sides of concrete foundations, 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, to obtain rough finished flat surfaces of concrete complete all as specified and as directed by Engr-in-Charge. |
| 69 | Use and waste of form work to sides of pillars, posts, struts, piers, columns and stanchions etc, square, ractangular or polygonal, to obtain rough finished flat surface of concrete complete all as specified and as directed by Engr-in-Charge. |
| 70 | Use and waste of form work to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) etc to obtain rough flat finished surface of concrete complete all as specified and as directed by Engr-in-Charge. |
| 71 | Use and waste of formwork to chullah hoods, chajjas, troughs and similar items including edges rough finished flat surface of concrete, complete all as specified and as directed by Engr-in-Charge. |
| 72 | Use and waste of formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 5cm but n exc 10cm wide complete all as specified and as directed by Engineer-in-Charge. |
| 73 | M&L Broken stone hardcore of gauge not exceeding 63mm, 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 by Engr-in-Charge. |
| 74 | M&L 75mm thick Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregates) as in sub base to floor, complete all as specified and as directed by Engr-in-Charge. |
| 75 | M&L Machine cut kota stone slab flooring 18-20 mm thick over cement screed and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing over and including Screed bed or bedding layer of mortar 20mm thick in cement mortar 1:3, complete all as specified and as directed by Engr-in-Charge. |
| 76 | M&L Machine cut kota stone slab flooring 18-20 mm thick in riser of steps, skirting, dado and pillar laid over cement screed andjointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing over and including 10 mm thick CM 1:3 mortar backing for fixing the stone slab, complete all as specified and as directed by Engr-in-Charge. |
| 77 | M&L for 75 mm thick plain cement concrete 1:3:6 type C-2 (using 40mm graded crushed stone aggregates) as in plinth protection, complete all as specified and as directed by Engr-in-Charge. |
| 78 | S&F Pressed steel frames for doors, made out of 1.25 mm thick MS sheet, with one or more rebates including necessary fixing lugs, hinges, lock strike plate etc.complete, of frame size 105 mm x 60 mm, including one shop coat of red oxide zinc chrome primer, complete all as specified and as directed by Engr-in-Charge. |
| 79 | S&F for Steel door including projecting type hinges, steel handle, complete, with glazing bars, dovetailed or welded complete all as specified and as directed by Engr-in-Charge. |
| 80 | S&F steel window (box type) factory made with side hung shutters including pintolhinges, steel handles, steel peg stay and all locking arrangement complete with glazing bars dovetailed or welded including one shop coat of red oxide primer complete all as specified and as directed by Engr-in-Charge. Note :i)The window shall be fabricated as per Drg No CEUZ/TD/1269/2008 Sheet 1/3 to 3/3 ii) MS fillets, glazing, wire gauge shall be measured and paid separately. |
| 81 | All as per Item No 79 above but wire gauge shutters. |
| 82 | S&F Mild steel framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted or gorged into spikes, framed guard bar, barred iron doors; ladder, framed balusters; railing; frame work for water tanks, cooler stand etc and similar work conforming to Fe 290 or Gde-E-165, complete all as specified and as directed by Engr-in-Charge. |
| 83 | M&L for 3mm thick Sheet glass, ordinary quality and glazing with oil putty in square or rectangle, area n exc 0.5 sqm in each pane, complete all as specified and as directed by Engr-in-Charge. |
| 84 | S&F Stainlesssteel wire cloth 0.36 mm nominal dia of wire and average width of aperture 1.40 mm and fixed with tinned tacks, or galvanised wire staples complete all as specified and as directed by Engr-in-Charge. |
| 85 | M&L 15mm thick rendering on fair faces of brick or concrete surfaces in cement mortar 1:6, finish surfaces even and smooth without using extra cement, complete all as specified and as directed by Engr-in-Charge. |
| 86 | M&L for 5mm thick rendering on brick or concrete surfaces as in ceiling in cement mortar 1:3, and finish the surface even and smooth without using extra cement, complete all as specified and as directed by Engr-in-Charge. |
| 87 | Applying bituminous primer on roof surfaces @ 0.40 ltr/Sqm and applying one coat of hot blown bitumen of grade 85/25 @ 1.20 Kg/Sqm and provide modified polymeric five layred APP (Atactic Polypropylene) Membrane with 100 micron high molecular high density polyethylene film. Min wt of membrane will be 3.5 Kg/Sqm and bonded completely to the surfaces with min end overlap of 15 cms and side lap 75 mm (overlaps to be bounded with thermo fused by flame) and over APP applying one coat of hot blown bitument 85/25 @ 1.2 Kg/Sqm blinded with fine sand in dry condition @ 0.5 Kg/Sqm all as specified and as directed by Engr-in-Charge. Note :- Water proofing treatment will be done by manufacturer of APP membrane or through their authorised specialized agency which will further have to give a five years warranty for rectification of any defect if incurred at a later stage, otherwise no payment shall be made to the contractor if water proofing treatment is executed otherwise. |
| 88 | M & L for preparation of old plaster surfaces of walls and ceiling and applying two coats of oil emulsion distemper (white/tinted), complete all as specified and as directed by Engr-in-Charge. |
| 89 | M&L RCC 1:2:4 type B1 using 20 mm graded aggregate as in slab, shelves etc., complete all as specified and as directed by Engr-in-Charge. |
| 90 | M&L for 18-20 mm thick granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including cutting and polishing over and including 15 mm thick screed bedding/ backing layer in CM 1:3, complete all as specified and as directed by Engineer-in-Charge. |
| 91 | M&L for Sand cushioning under floors including watering and consolidation complete all as specified and as directed by Engineer-in-Charge. |
| 92 | M&L Machine pressed / vibro mechenically floated coloured interlocking cement paver block ISI marked, any shape and size conforming to IS 15658-2006 of 80mm thickness, M-40 Grade, with topping of cement with imported pigment. Shape shall be approved by Engr-in-Charge. |
| 93 | M&L for Brick work with old size sub class "B" bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4, complete all as specified and as directed by Engr-in-Charge. |
| 94 | Machine pressed (factory made) precast plain cement concrete 1:2:4 type B-1 (20mm graded crushed stone aggregate) as in kerb stone of size 300mm x 300mm x 100mm thick and the like with plain fair faces including chamfering, weatherings, etc., embedding in position/laid in trenches on edges of roads including necessary formwork, including excavation in any type of soil, returning filing and removal of surplus soil/debris to a distance not exc 50 m from the starting point andincluding bedded, jointed and settingin cement morter 1:4, complete all as specified and as directed by Engr-in-Charge. |
| 95 | M&L for plain cement concrete1:2:4 type B-2 using 40 mm graded stone aggregate as in channels and drains, foundation and similar work etc, complete all as specified and as directed by Engr-in-Charge. |
| 96 | M&L Precast reinforced cement concrete (1:2:4) type B-1 (using 20mm graded stone aggregate ) for drain cover, manhole cover septic tank covers slabs etc including necessary form work and set in CM (1:4) complete all as specified and as directed by Engr-in-Charge. (Note:- Reinforcement will be measured and paid seperately.) |
| 97 | M&L for 600 mm dia reinforced concrete pipes, class NP-2 laid and jointed complete with collars, complete all as specified and directed by Engr-in-Charge. |
| 98 | M&L cement concrete type D-2 (1:4:8) for concrete bedto 450 mm dia RCC drain pipe including packing under and haunching against the sides of pipes after they are laid & testing complete all as specified and directed by Engr-in-Charge. |
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