Military Engineer Services-MES has published Repairs To Ac Sheet, Roof Treatment, False Ceiling And Certain B / R Works At Various Bldg At Hattigor And Chain Link / Barbed Wire Fencing And Allied Work At Tamulpur, Darranga And Hattigor Military Station Under Ge Rangia Repairs To Ac Sheet, Roof T. Submission Date for this Tender is 21-03-2022. Shed Construction Tenders in tamulpur Assam. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 04-Mar-2022 | BOQ AMDT | BOQ | 14-03-2022 |
| 2 | 14-Mar-2022 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 21-03-2022 |
| Sl. No. | Item Description |
| 1 | Dismantling wall and ceiling boards (fibre, pulp, insulation,etc) or insulation board/Slabs/blankets of any thickness including cover fillets, complete all as specified and as directed by Engineer-in-charge. |
| 2 | M&L for 4 mm thick non-asbestos fiber cement building boards, fixed to G.I. frame (snapgrid) of standard section as per manufacturer"s instruction with 2 mm thick GI wire suspender as in ceiling complete all as specified and as directed by Engineer-in-charge. |
| 3 | M&L for 4 mm thick non-asbestos fiber cement building boards, fixed to GI/timber/Aluminium frame work with screwse (snapgrid) of standard section as per manufacturer"s instruction with 2 mm thick GI wire suspender as in ceiling complete all as specified and as directed by Engineer-in-charge. |
| 4 | M&L 12 mm thick plywood, grade BWR, type BB,fixed with screws to timber frame work 7 Nos of ply, complete all as specified and as directed by Engineer-in-charge. |
| 5 | M&L 06 mm thick plywood, grade BWR, type BB,fixed with screws to timber frame work 5 Nos of ply, complete all as specified and as directed by Engineer-in-charge. |
| 6 | S&F solid PVC wall paneling consisting of 5 mm thick PVC wood grain printed PVC sheet inclusive of solvent cement and fixing at site as per specification and directedin any position with screws, complete all as per specified and as directed by Engineer-in-charge. |
| 7 | S&F 5mm thick PVC sheet fillets of width 35mm for wall paneling inclusive of fixing on wall to make frame as per specifications and drawing, complete all as per specified and as directed by Engineer-in-charge. |
| 8 | M&L second class hard wood plain fillets, square or rectangular or triangular in section, clean sawn, secured with nails or brads having sectional area exceeding 03 sqcm but not exceeding 06 sqcm complete all as specified and as directed by Engineer-in-charge. |
| 9 | M&L second class hard wood plain fillets, square or rectangular or triangular in section, clean sawn, secured with nails or brads having sectional area not exceeding 03 sqcm complete all as specified and as directed by Engineer-in-charge. |
| 10 | S&F 1 mm thick plain colour PVC sheet fixed or laid on to flush doors by using rubberased adhesive, supplying & fixing at sites including crapping, removal of old or existing damaged sheet, complete all as specified and as directed by Engineer-in-charge. |
| 11 | S&F 300 mm long mild steel Helical door Spring of approved quality, complete all as per specified and as directed by Engineer-in-charge. |
| 12 | S&F in repair 300 mm long mild steel Helical door Spring of approved quality, complete all as per specified and as directed by Engineer-in-charge. |
| 13 | Hacking out old broken glass (any thickness, size, quality or description) from wooden frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads, complete all as specified and as directed by Engineer-in-charge. |
| 14 | S&F 3 mm thick figured glass in squares not exc. 0.5 sqm in each pane glazing with oil puttycomplete all as per specified and as directed by Engineer-in-charge. |
| 15 | S&F in repair aluminium alloy 300 mm anodised sliding door bolts with hasp, staple (bolt type) & fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast - aluminium alloy, complete all as specified and as directed by Engineer-in-charge. |
| 16 | S&F in repair 100 mm long medium weight, cold rolled mild steel butt hinges, complete all as specified and as directed by Engineer-in-charge. |
| 17 | S&F in repair 200 mm long Aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge. |
| 18 | S&F in repair 150 mm long Aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge. |
| 19 | S&F in repair 150 mm long extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge. |
| 20 | S&F in repairs curtain rails, mild steel, chromium plated with fixing brackets, stops, rollers, etc. complete all as per specified and as directed by Engineer-in-charge. |
| 21 | S&F in repairs, Floor door stopper, overall length of cover plate 150 mm, aluminium alloy body and tongue, anodised, with hard drawn steel spring, fixed in floor complete all as per specified and as directed by Engineer-in-charge. |
| 22 | Demolition of reed, lathing, single or double, including battens and plaster or chicken wire lathing, complete all as specified and as directed by Engineer-in-charge. |
| 23 | M&L for G I Wire netting 0.9 mm dia and 12 mm mesh lathing to wood or metal studding, joists, etc., in walls, ceilings, stanchions, beams, etc., including all laps, cutting and waste, complete all as specified and as directed by Engineer-in-charge. |
| 24 | M&L for 15 mm thick rendering on fair faces of brick work or one side of lathing in cement mortar (1:6), and surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 25 | M&L rendering 10mm thick on other than fair faces of brick work one side of lathing in cement mortar 1:4,surface to be finished fair & even without using extra cement, complete all as specified and as directed by Engineer-in-charge. |
| 26 | Supply only integral water proofing compound confirming to IS complete all as per specified and as directed by Engineer-in-charge. |
| 27 | M&L for preparing new plastered surfaces and applying two coats of cement base paint on walls, complete all as per specified and as directed by Engineer-in-charge. |
| 28 | M&L for preparing new plastered surface and applying two coats of distemper oil emulsion on wall surfaces over a coat of alkali resistant primer and wall putty complete all as specified and as directed by Engineer-in-charge. |
| 29 | M&L 75 mm thick Cement concrete type C-2, 1:3:6 (using 40 mm gradedstone aggregate) infootpath / hardstanding / pavings / plinth protections, finished even and smooth using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 30 | S&F in repair 600x450mm bevelled edge mirror of selected quality glass, mounted on 6 mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers complete all as per specified and as directed by Engineer-in-charge. |
| 31 | M&L for Coloured Glazed ceramic tiles 300 x 200 x 6 or 7 mm thick, on vertical surfaces such as skirting, dados and risers to stepsetc., set and jointed in neat cement slurry and pointed in white or Coloured cement to match over and including 10 mm thick screedin CM (1:4), complete all as specified and as directed by Engineer-in-charge. |
| 32 | S&F coloured non-skid ceramic tiles 300x300x7 to 8 mm thick (Square/rectangular) area of each tile on floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 15 mm thick screed bed or bedding layers in CM 1:6 complete all as per specified and as directed by Engineer-in-charge. |
| 33 | S&F coloured non-skid ceramic tiles 400x400x7 to 8 mm thick (Square/rectangular) area of each tile on floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 15 mm thick screed bed or bedding layers in CM 1:6 complete all as per specified and as directed by Engineer-in-charge. |
| 34 | S&F coloured non-skid ceramic tiles 400x400x7 to 8 mm thick (Square/rectangular) area of each tile on skirting/riser etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 10 mm thick screed bed or bedding layers in CM 1:4 complete all as per specified and as directed by Engineer-in-charge. |
| 35 | M&L for vitrified ceramic tiles 10 mm thick of light shade(square/rectangular) polished area of each tile not exceeding 0.36 sqm in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 15 mm thick screed bed or bedding layers in CM 1:6 complete all as per specified and as directed by Engineer-in-charge. |
| 36 | M&L for vitrified ceramic tiles 10 mm thick of light shade(square/rectangular) polished area of each tile not exceeding 0.36 sqm in skirting etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match with the shades of tiles over 10 mm thick screed bed or bedding layers in CM 1:4 complete all as per specified and as directed by Engineer-in-charge. |
| 37 | S & F in repair Aluminium anodised plated tubular towel rail, 20 mm dia., D Type, 60 cm long between flanges complete all as per specified and as directed by Engineer-in-charge. |
| 38 | S&F in repair brass CP Soap dish and fixed to plugs with chromium plated brass screws complete all as per specified and as directed by Engineer-in-charge. |
| 39 | S&F in repair cromimum plated health faucet shower with CP flexible pipe up 15 mm bore (ABS Body) with 1 m long Easy Flex tube in chrome finish, complete all as per specified and as directed by Engineer-in-charge. |
| 40 | S&F in repair 100mm dia grating doom of PTMT with minimum weight 25 grams complete all as specified and as directed by Engineer-in-charge. |
| 41 | Dismantling Unframed timber scantlings 40 Sqcm and over in section and in any position, complete all as specified and as directed by Engineer-in-charge. |
| 42 | Dismantling of unframed fillets, rails, posts, rafters, purlins etc., under 40 Sqcm in section, complete all as specified and as directed by Engineer-in-charge. |
| 43 | M&L 2nd class hard wood in scantling wrought timber unframed and fixed, complete all as specified and as directed by Engineer-in-charge. |
| 44 | M&L for preparing surfaces of wood and wood based materials, new or old of any description and girth, not otherwise described and treated with two coats of cresote oil, complete all as specified and as directed by Engineer-in-charge. |
| 45 | S&F MS steel work in tubular trusses including special shaped washersetc., complete using ERW or induction butt welded tubes confirming to IS 1161- 1979 graded St 240 along with one shop coat of zinc chromate primer paint , complete all as per specified and as directed by Engineer-in-charge. |
| 46 | S&F Mild steel flats etc., as in supports for stiffening of fencing, wall ties, hold fasts, wind ties, clamps and similar small articles etc. conforming to Fe-290 Gde E-165, complete all as per specified and as directed by Engineer-in-charge. |
| 47 | S&F in repair 15 mm angle stop cock of PTMT of any colour high pressure screwed for iron pipe (minimum weight 90 gms for 15 mm bore) complete all as specified and as directed by Engineer-in-charge. |
| 48 | Supply and fix in repair bib taps, standard of PTMT(Minimum weight - 90 grams) 15mm bore of any colour, high pressure, screwed for iron pipe complete all as specified and as directed by Engineer-in-charge. |
| 49 | Dismantling steel sheeting (corrugated or semi-corrugated) sheets in roof covering complete all as specified and as directed by Engineer-in-Charge. |
| 50 | Dismantling Asbestos Cement (Corrugated, Semi corrugated etc.) sheets in roof coverings, complete all as specified and as directed by Engineer-in-charge. |
| 51 | S&F Pre-painted galvalume aluminium zinc coating GI based corrugated or semi-corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge. |
| 52 | S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering/cladding to wall, fixed with self tapping screws or J hooks, complete all as specified and as directed by Engineer-in-charge. |
| 53 | M&L for easing of Aluminium door shutters for easy closing / opening, tighting of hinges and changing of screws if required complete all as specified and as directed by Engineer-in-charge. |
| 54 | M&L forpreparation of concrete roof surface appyling roof treatment as under:- (a) Applying bituminous primer@ 0.30 liter per sqm of surface. (b) Applying one coat of 85/25 grade hot bitumen @ 1.20 kg/sqm of surface (c) Laying of APP modified water proofing membrance with non-woven polyster reinforcement on hot applied bitumen with 100mm over lap at joints by torching on the transverse direction and 75 mm on longitudinal direction all as per manufacture"s instructions (d) Applying one coat of bitumineous aluminium paint @ 0.10 litre/sqm complete all as per specified and as directed by Engineer-in-charge. |
| 55 | Taking down shutters of any description not exc. 1 sqm each, complete all as specified and as directed by Engineer-in-charge. |
| 56 | Taking down shutters of any description exceeding 1Sqm but not exceeding 2 Sqm each, complete all as per specified and as directed by Engineer-in-charge. |
| 57 | Taking down chowkat or frame exceeding 1.5 Sqm but not exceeding 4 Sqm each (without taking off shutter from the frame), complete all as specified and as directed by Engineer-in-charge. |
| 58 | S&F Pressed steel frames of size 60 x 125 mm for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., including filling of PCC (1:3:6) in 20 mm graded stone aggregate complete all as per specified and as directed by Engineer-in-charge. |
| 59 | S&F 30 mm thick flush shutters, solid core construction, with particle board core and plywood face panels, commercial type on both sides, complete all as per specified and as directed by Engineer-in-charge. |
| 60 | M&L 30 mm thick second class hardwood glazed and skeleton shutter open rebated and prepared to receive glass, gauge etc (without sash bar) edges of framing plain, chamfered orrounded fitted with cut and mitred beads for securingglass etc sizes of member (Bottom 250mm, stiles 100mm, top 120mm & lock rail 160mm wide)as specified in SSR part I section & clause 8.24 (a) complete all as specified and as directed by Engineer-in-charge. |
| 61 | S&F galvanised mild steel wire cloth, 0.56 mm dia of wire and average width of aperture 1.18 mm and fixed with galvanised wire staples, complete all as specified and as directed by Engineer-in-charge. |
| 62 | S&F in repair galvanised mild steel wire cloth, 0.56 mm dia of wire and average width of aperture 1.18 mm and fixed with galvanised wire staples, complete all as specified and as directed by Engineer-in-charge. |
| 63 | M&L for steel windows with side hung shuttres including projecting type hinges with steel handle and steel peg stay ,complete with glazing bars, dovetailed or welded, complete all as per specified and as directed by Engineer-in-charge. |
| 64 | M&L for steel windows with side hung shuttres including projecting type hinges with steel handle and steel peg stay ,complete without glazing bars, dovetailed or welded, complete all as per specified and as directed by Engineer-in-charge. |
| 65 | M&L for framed work such as grills, gratings, 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 conforming to Fe.290.Gde-E-165 complete all as per specified and as directed by Engineer-in-charge. |
| 66 | S&F Steel ventilators with centre hung shutter including two pairs of brass cup pivots, catch spring and pulley wheel, complete |
| 67 | S&F solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet rainforced with MS square tube in opening complete all as per specified and as directed by Engineer-in-charge. |
| 68 | Supply and fixing factory made solid panel factory made solid PVC moulded door shutter, 28 to 30mm thick (stiles), with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at site as per specification & drawing complete all as per specified and as directed by Engineer-in-charge. |
| 69 | S&F 150 mm long Aluminium, anodised, barrel tower bolts of extruded section, complete all as per specified and as directed by Engineer-in-charge. |
| 70 | S&F 100 mm long stainless steel butt hinges medium weight cold rolled, complete all as per specified and as directed by Engineer-in-charge. |
| 71 | S&F 150 mm long extruded Aluminium alloy handles, fabricated type, anodised, complete all as per specified and as directed by Engineer-in-charge. |
| 72 | S&F aluminium alloy 250 mm anodised sliding door bolts with hasp, staple (bolt type) & fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded section or cast - aluminium alloy, complete all as specified and as directed by Engineer-in-charge. |
| 73 | S&F 3 mm thick sheet glass, ordinary quality in squares not exceeding 0.5 Sqm in each pane fixed with cut & mitred beads, complete all as specified and as directed by Engineer-in-charge. |
| 74 | Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded in concrete, brick work, masonry, etc. portion and making good disturbed ground, complete all as specified and as directed by Engineer-in-charge. |
| 75 | S&F chain link fencing with 4 mm dia GI wire of mesh size 100 mm x 100 mm in diamond shape (wt. not less than 3.8 kg/sqm) fixed to fencing post including line and providing suitable sizes of flat iron, bolts and nuts complete all as specified and as directed by Engineer-in-charge. Note - Round bars, flat iron, nut and bolts etc. shall be measured and separately. |
| 76 | Excavation in post holes (or similar holes) each n.exc 0.5cum in soft/loose soil and getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering and removing of surplus soilto a distance n.exc 50 meters and making good surface, complete all as per specified and as directed by Engineer-in-charge. |
| 77 | M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as per specified and as directed by Engineer-in-charge. |
| 78 | S&F mild steel work in 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 Engineer-in-charge. |
| 79 | Providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed, complete all as specified and as directed by Engineer-in-charge. |
| 80 | M&L for mild steel TMT bars 10 mm dia. and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips, complete all as per specified and as directed by Engineer-in-charge. |
| 81 | M&L for mild steel TMT bars 5 mm to 10 mm dia., cut to length, bent to shape required, in stirrups, spacers and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia., or securing with clips quality confirming to Fe-410-S 0r Fe-410-O, complete all as per specified and as directed by Engineer-in-charge. |
| 82 | supply only chain link MS galvanisd fencing, any size or type, complete all as per specified and as directed by Engineer-in-charge. |
| 83 | Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provission of binding wire, complete all as per specified and as directed by Engineer-in-charge. |
| 84 | S&F 2 strand galvanised steel barbed wire 2.24mm dia, barbed with 2mm dia barbs at 75 mm spacing and straining & fixing to RCC posts etc including securing or tying at crossings with galvanised mild steel wire staples or steel pins etc, complete all as per specified and as directed by Engineer-in-charge. Note: (Each line wire to be measured). |
| 85 | S&F Mild steel round bars 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 or securing with clips grade Fe-410-w (Gde-E-250) quality-A, complete all as per specified and as directed by Engineer-in-charge. |
| 86 | S&F mild steel screw bolts having neck dia. 11 to 15 mm (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt n exc 5cm long complete all as per specified and as directed by Engineer-in-charge. |
| 87 | M&L for preparation of new steel or iron surface of any description and applying two coats of synthetic enamel paint over a coat of red oxide primer over 10cm width or girth complete all as specified and as directed by Engineer-in-charge. |
| 88 | M&L for preparation of new or previously untreated wood or wood based surfaces of any description, not exceeding 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and as directed by Engineer-in-charge. |
| 89 | S&F 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 Fe-290 (Grade E-165), complete all as specified and as directed by Engineer-in-charge. |
| 90 | S&F in repair mild steel, plain, black sheet 0.63mm thick 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 by Engineer-in-charge. |
| 91 | Dismantling wrought iron or mild steel work of any description not otherwise providedcomplete all as specified and as directed by Engineer-in-charge. |
| 92 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as per specified and as directed by Engineer-in-charge. |
| 93 | M&L precast Coloured cement concrete PU finished chequered tiles 300x300x25mm thick set jointed and pointed in with grey cement and pigmentlaid over and including15mm thick screed bed in CM 1:6in floorings, complete all as per specified and as directed by Engineer-in-charge. |
| 94 | M&L for Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658 of 60 mm thickness of M-35 grade with grey cement and pigment including dismantling & removing old unserviceable paver blocks, complete all as per specified and as directed by Engineer-in-charge. |
| 95 | "M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. |
| 96 | Demolition of unreinforced cement concrete in ground floors and pavings nexc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer-in-charge. |
| 97 | M&L 75 mm thick cement concrete type B-2, 1:2:4 type (using 40 mm graded crushed stone aggregate) as in sub base/hard standing etc., complete all as per specified and as directed by Engineer-in-charge. |
| 98 | M&L for PCC (1:4:8) type D2 ( using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete complete all as per specified and as directed by Engineer-in-charge. |
| 99 | M&L for forming construction joint 30 mmdeep x 10 mm wide filled with sealing compound grade "A", complete all as specified and as directed by Engineer-in-charge. |
| 100 | Demolition of brick work or stone/boulder masonry built in any cement mortar complete all as specified and as directed by Engineer-in-charge. |
| 101 | M&L for brick work with sub-class `B" old size bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-charge. |
| 102 | M&L for brick work with sub class "B" bricks, straight or curved on plan exc. 6m mean radius in cement mortar 1:6, complete all as per specified and as directed by Engineer-in-charge. |
| 103 | M&L for PCC 1:3:6 type C-2 (40mm graded stone aggregate) as in surface channels and drains, concrete complete all as per specified and as directed by Engineer-in-charge. |
| 104 | M&L for 15 mm thick rendering on fair faces of brick work or one side of lathing in cement mortar (1:6), and surface finished even and smooth with using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 105 | M&L for reinforced concrete pipes of dia 300mm class NP2, laid and jointed complete with collars complete all as specified and as directed by Engineer-in-charge. |
| 106 | M&L for PCC (1:2:4) type B-1 ( using 20 mm grade crushed stone aggregate) as in copping complete all as specified and as directed by Engineer-in-charge. |
| 107 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends complete all as specified and as directed by Engineer-in-charge. |
| 108 | M&L for add or deduct for each 25 mm girth or part there of over or under 30 cm inner girth of drain or channel complete all as per specified and as directed by Engineer-in-charge. |
| 109 | M&L for precast cement concrete (1:2:4) type B1 (using 20 mm gradedcrushed stone aggregate) as in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces set in cement mortar 1:6complete all as specified and as directed by Engineer-in-charge. |
| 110 | M&L for preparing new plastered surfaces and applyingtwo coats of cement based paint on walls over a coat of alkali resistant primer, complete all as per specified and as directed by Engineer-in-charge. |
| 111 | Dismantaling of cast iron or reinforced concrete drain pipes 300mm dia (internal) jointed in cement mortar and taking out from the trenches complete all as specified and as directed by Engineer-in-charge. |
| 112 | M&L for preparing newly plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed by Engineer-in-charge. |
| 113 | M&L for 10 mm thick rendering on fair faces of brick work or concrete block in cement mortar (1:4) and surface finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 114 | M&L for 10 mm thick rendering on fair faces of brick work or concrete block in cement mortar (1:4) and surface finished even and smooth with using extra cement complete all as specified and as directed by Engineer-in-charge. |
| 115 | M&L for 75 mm thick Cement concrete type C2, 1:3:6 (using 40 mm gradedstone aggregate) infootpath/ hard-standing / pavings / plinth protections, finished even and smooth without using extra cement, complete all as per specified and as directed by Engineer-in-charge. |
| 116 | M&L for 50 mm thick Cement concrete type B2, 1:2:4 (using 40 mm gradedstone aggregate) infootpath/ hard-standing / pavings / plinth protections, finished even and smooth with using extra cement, complete all as per specified and as directed by Engineer-in-charge. |
| 117 | S&F PVC coated chain link fencing 50 mm mesh size made out of 3.0 mm dia wire with PVC coaded including MS round bar as line wires and binding wire, complete all as per specified and as directed by Engineer-in-charge. NOTE : MS round bars will be measured and paid separately. |
| 118 | S&F concertina coil suoer razor punched barbed taps (SRPBT) aluminium base helix coil with and including necessary GI fixing clips for securing, complete all as per specified and as directed by Engineer-in-charge with following specification:- (i) Dia of coil (when unstretched)-610mm (ii) Nos of circle - 51 turns per coil (iii) weight of each coil with hessian pack - 8.50 KG (+/- 0.5) (iv) Coverage per coil - 8RM (v) steel comprising of aluminium base with zinc coating @ 150gm/sqm (Note:- Running length of wall shall be measured for payment purpose) |
| 119 | Rough excavation in soft/loose soil and getting out for shallow pit n. exc 50 m deep and returning, filling and spreading levelling, watering and well ramming in layers not exe 25 cm for rising the ground level, complete all as specified and as directed by Engineer-in-charge. |
| 120 | M&L for preparing surfaces of old chequered tiles of any description and size and applying one coat of floor paint of approved make/brand, complete all as specified and as directed by Engineer-in-charge. |
| 121 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5 m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc n.exc 10 sqm on plan and n.exc 1.5m in depth and getting out in soft/loose soil complete all as per specified and as directed by Engineer-in-charge. |
| 122 | Returning,filling in, including spreading, leveling, watering and well ramming in layers n exc 25cm complete all as per specified and as directed by Engineer-in-charge. |
| 123 | Removing excavated material not exc. 100 m & depositing where directed at a level not exc. 1.5 m above starting point complete all as per specified and as directed by Engineer-in-charge. |
| 124 | M&L for reinforced concrete pipes of dia 450mm class NP2, laid and jointed complete with collars complete all as specified and as directed by Engineer-in-charge. |
| 125 | Dismantaling of cast iron or reinforced concrete drain pipes 450mm dia (internal) jointed in cement mortar and taking out from the trenches complete all as specified and as directed by Engineer-in-charge. |
| 126 | Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge. |
| 127 | M&L for Providing precast cement concrete type B0 1:2:4 (12.5 mm graded aggregates) louvres and jallies, 25 mm thick(measured solid) including all mouldings but excluding frame complete all as specified and as directed by Engineer-in-charge. Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule "A"/BOQ. |
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