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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-Finance | ₹2.6 Cr | L1 | Accepted-Finance ACCEPT |
| 2 | L1₹2.6 CrRejected-Finance | ₹2.6 Cr | L1 | Rejected-Finance REJECT |
| 3 | L1₹2.6 CrRejected-Finance C O JOGESHWAR CHINTEY DUSUTIMUKH PO KHUBALIA PS DHEMAJI DIST DHEMAJI PIN 787057 ASSAM | DHEMAJI | ASSAM | 787057 | ₹2.6 Cr | L1 | Rejected-Finance REJECT |
| Sl No | Description | Qty | Unit | Medicos and Engineering L1 | Friend Enterprise L1 | T J Biswajit Mahengia L1 |
|---|---|---|---|---|---|---|
| 1.00 | 2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. | 478.38 | Cum | 246 ₹1.2 L | 246 ₹1.2 L | 286.85 ₹1.4 L |
| 2.00 | 16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete :
16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1,476.84 | Sqm | 800 ₹11.8 L | 800 ₹11.8 L | 607.2 ₹9.0 L |
| 3.00 | 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 129.38 | Cum | 7,500 ₹9.7 L | 7,500 ₹9.7 L | 7,363.15 ₹9.5 L |
| 4.00 | 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources) | 194.28 | Cum | 11,500 ₹22.3 L | 11,500 ₹22.3 L | 10,185.05 ₹19.8 L |
| 5.00 | 6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | 221.31 | Cum | 9,950 ₹22.0 L | 9,950 ₹22.0 L | 6,882 ₹15.2 L |
| 6.00 | 6.3 Brick work with common burnt clay machine moulded perforated bricksof class designation 12.5 conforming to IS: 2222 in superstructure aboveplinth level up to floor five level in cement mortar 1:6 (1 cement : 6coarse sand) :6.3.1 With F.P.S.(non modular) bricks | 50 | Cum | 9,000 ₹4.5 L | 9,000 ₹4.5 L | 8,030.6 ₹4.0 L |
| 7.00 | 11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, withcommon burnt clay non modular bricks11.1.2 1:6 (1cement : 6 coarse sand) | 283.87 | Cum | 1,200 ₹3.4 L | 1,200 ₹3.4 L | 898.2 ₹2.5 L |
| 8.00 | 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | 105.25 | Sqm | 450 ₹47,362.50 | 450 ₹47,362.50 | 370.85 ₹39,031.96 |
| 9.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc. for mass concrete | 310.25 | Sqm | 200 ₹62,050 | 200 ₹62,050 | 310.52 ₹96,338.83 |
| 10.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers | 725.23 | Sqm | 300 ₹2.2 L | 300 ₹2.2 L | 458.35 ₹3.3 L |
Updated dates
Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
20 Apr 2026, 2:00 pmClosed
Director, AHVD
O/O The Director, AHVD, Chenikuthi, Guwahati - 3
Construction of Poulty Shed, Duch shed, Feed mill cum Godownand and training Builiding at Duch cum poulty Farm, Joysagar in Sivasagar District Under RIDF- XXXI
2026_AHVD_51680_7
E-763721/25-26/DFA/1653637/03
Open Tender
Civil Works
365 days
Sivasagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,200
₹5.2 L
Yes
Chenikuthi, Guwahati - 3
3 Jun 2026
5 Mar 2026
22 Apr 2026
5 Mar 2026
20 Apr 2026
10 Mar 2026
9 Mar 2026
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : 16.12.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
6.3 Brick work with common burnt clay machine moulded perforated bricksof class designation 12.5 conforming to IS: 2222 in superstructure aboveplinth level up to floor five level in cement mortar 1:6 (1 cement : 6coarse sand) :6.3.1 With F.P.S.(non modular) bricks
11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, withcommon burnt clay non modular bricks11.1.2 1:6 (1cement : 6 coarse sand)
4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns etc. for mass concrete
5.9 Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.9 Centering and shuttering including strutting, propping etc. and removal of form for :5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
5.9 Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.19 Weather shade, Chajjas, corbels etc., including edges
5.9 Centering and shuttering including strutting, propping etc. and removal of form for : 5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.
13.10 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
12 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 fine sand)
11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
10.14 Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60 mm thickness,including hinges, jamb, lock jamb, bead and if required angle thresholdof mild steel angle of section 50x25 mm, or base ties of 1.60 mm,pressed mild steel welded or rigidly fixed together by mechanical means,including M.S. pressed butt hinges 2.5 mm thick with mortar guards,lock strike-plate and shock absorbers as specified and applying a coatof approved steel primer after pre-treatment of the surface as irectedby Engineer-in-charge:
9.145 Providing and Fixing factory made PVC door frame made of PVC extrudedsections of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2mm). Both verticalssides of the frame reinforced with PVC profile ofcross section size 28 mm x 30 mm x 2 mm thickness (± 0.2 mm) and75 mm x 200 mm long, including reinforcing both ends of the top framewith VC profile. PVC Door Frame and PVC reinforcement profile to bemitred cut, jointed nd fusion welded together, including providing andfixing 3 nos of 125 mm long stainless steel hinges to frame, fixing theframe with jamb with required nos & sizes of anchor dash fastener, allcomplete as per manufacturer's specification and direction of engineerin-charge.
9.146 Providing and fixing 37 mm thick factory made PVC Door shutter, stylesand having overall dimension 115 mm x 37 mm with wall thickness 2 mm (±0.2 mm) with inbuilt beading on one side, the styles and rails mitred cutand joint at corners by inserting 2 nos PVC profile reinforcement of size75 mm x 200 mm long with cross section.........inserting 2 nos 6 mm dia bright steel rod horizontally with both sidethreaded and tightened with check nuts and washers complete, all asper manufacturer's specification and direction of engineer-in-charge.
9.20 Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction withframe of 1st class hard wood and well matched teak 3 ply veneeringwith vertical grains or cross bands and face veneers on both faces ofshutters.9.20.1 35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws
21.10 Providing and fixing double glazed hermetically sealed glazing in aluminium windows, ventilators and partition etc. with 6 mm thick clear float glass both side, having 12 mm air gap, including providing EPDM gasket, perforated aluminium spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per specifications, drawings and direction of Engineer-in-charge complete.
2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by welding
Providing drain around the building all complete as directed @ 1859.10/m
11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 1 cement : 3 coarse sand), finished with a floating coat of neat cement. 11.6.1 18 mm thick
9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows(Area of opening for panel inserts excluding portion inside grooves orrebates to be measured). Panelling for panelled or panelled and glazedshutters 25 mm to 40 mm thick : 9.7.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading.
12.45 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash................ specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.45.1 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks)
9.27 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wireof dia 0.63 mm, for doors, windows and clerestory windows with hingesand necessary screws :9.27.2 30 mm thick shutters9.27.2.1 with ISI marked M.S. pressed butt hinges brightfinished of required size 9.27.2.1.1 Second class teak wood
13.80 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
13.42 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. 13.42.1 Two or more coats on new work
13.44 Finishing walls with water proofing cement paint of required shade :13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm 97.6013.45 Finishing walls with textured exterior paint of required shade :
13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
13.85 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
13.50 Applying priming coat: 13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
13.50 Applying priming coat: 113.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work
8676 Precoated galvanised steel barge board (upto 300mm )
18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer-in -charge. 15 mm nomonal dia pipes
18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer-in -charge. 20 mm nomonal dia pipes
18.9 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer-in -charge. 40 mm nomonal dia pipes
17.7 Providing and fixing wash basin with C.I. brackets, 15mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required Stainless Steel AISI-304(18/8) wash basin 530x345 with single 15mm C.P. brass pillar tap
17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40mm, including painting of fittings and brackets, cutting and making good the walls. 510x1040 mm bowl depth 225mm
19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. Square shape 450mm internal dimension
19.33 Construction of soak pit 1.2 x1.2x1.2 m filled with brickbats including S.W. drain pipe 100mm dia and 1.20m long complete as p[er standard design.
19.30 Construction of brick masonry chamber for undewrground C.I inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I cover with nframe 455x610 mm internal dimentions, total weight of cover with frame to be not less than 38 kg-----------etc. complete as per standard design With common burnt clay F.P.S(non modular ) bricks of class design 7.5
18.15 Providing and fixing brass bib cock of approved quality 15mm dia
18.18 Providing and fixing ball valve (brass) of approved quality, gigh or low pressure, with plastic floats complete. 20mm dia
18.19 Providing and fixing gun metal non- return valve of approved quality(screwed end) : 40 mm horizontal
18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fittings and the base support for tank.
23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, bysuitable method prescribed in IS: 2800 (part I), including collectingsamples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as per directionof Engineer-in-charge, upto 90 metre depth below ground level.
23.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 23.3.1 100 mm nominal size dia
23.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer-in-charge.
23.12 Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well is fullydeveloped, measuring yield of well by "V" notch method or any otherapproved method, measuring static level & draw down etc. by stepdraw down method, collecting water samples & getting tested inapproved laboratory, i/c disinfection of tubewell, all complete, includinghire & labour charges of air compressor, tools & accessories etc.,all as per requirement and direction of Engineer-in-charge.
23.13 Providing and fixing suitable size threaded mild steel cap or spotwelded plate to the top of bore well housing/ casing pipe, removableas per requirement, all complete for borewell of: 23.13.1 100 mm dia
23.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 23.14.1 100 mm clamp
Supplying including installation of sub-mergeable water supply motor pump set with assocceries etc all complete as directed . 1 HP single phase
1.1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP A
1.1.2 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP B
11.2 Erection of RCC/ PCC pole strut in brick ballast and ramming the foundation including excavation and refilling and secured with holding clamps, bolts, nuts, etc. as required.
1.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. GROUP C
1.44 Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5sq. mm FRLS PVC insulated, copper conductor, single core cableetc. as required
1.6 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
1.7.4 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 4 X10 sq. mm + 2 X 6 sq. mm earth wire
1.7.2 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 2 X2.5 sq. mm + 1 X 2.5 sq. mm earth wire
Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 200A Tp & A
Supplying and erection of stay set complete (galvanised) with 19/20 mm dia X 1.8 metres long stay rod, anchor plate of size 45 cm X 45 cm X 7.5 mm, thimble, stay clamps, turn buckle ( 20 mm X 60 cm ), 7/ 3.15 mm dia G.I. stay wire and strain insulator etc in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) foundation including excavation and refilling etc. as required.
Supplying, installation, testing and commissioning of 1200mm sweep, BEE 5 star rated ceiling fan with Bruss Less Direct corrent (BLDC) Motor, class of insulation:B, 3 Nos,, blades, 30 cm longdown rod, 2Nos, 2Nos canopies, shackle kit, safety rope-----as required.
2.1 Providing and fixing following capacity TP&N disconnector fuseswitch unit inside the existing panel board with ISI marked HRCfuses including drilling holes in cubicle panel, making connections, etc. as required. 2.1.2 63 A TP&N
5.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
2.25(a) Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes
12.1 Providing corrugated G.S. sheet roofing including vertical / curved urface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces),excluding the cost of purlins, rafters and trusses and including cuttingto size and shape wherever required.12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²
12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheetfixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m²
11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily11.41A.3.1 Size of Tile 600 x 600 mm
8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming toIS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black ofany size as approved by Engineer-in-Charge, in skirting, risers of stepsand dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shade complete
12.24 Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) : 12.24.1 Natural colour insulating board 12.24.1.1 12 mm thick
10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
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