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Construction Of Iti Building At Niwai (Distt.Ajmer).(Excluding Cost Of Cement) , niwai-Rajasthan

Rajasthan State Road Development And Construction Corporation Limited has published Construction Of Iti Building At Niwai (Distt.Ajmer).(Excluding Cost Of Cement) . Submission Date for this Tender is 01-08-2022. Building Work Tenders in niwai Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

33037629
Corrigendum : Construction Of Iti Building At Niwai (Distt.Ajmer).(Excluding Cost Of Cement)
Open Tender
Indian
Rajasthan
niwai
01-08-2022

Tender Details

Construction Of Iti Building At Niwai (Distt.Ajmer).(Excluding Cost Of Cement)

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 28-Jul-2022 Engineers cost 28.07.2022 Other 01-08-2022
2 30-Jul-2022 Corrigendum to BOQ 30072022 Other 01-08-2022

Key Value

Document Fees
INR 5900 /-
EMD
INR 1309700.0 /-
Tender Value
INR 6.54 Crore /-

BOQ Items

Name of Work : -Construction of ITI Building at Niwai (Distt. Tonk) (Excluding cost of Cement)
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: All kinds of soil
2Carrige of earth incl. loading, unloading, and stacking etc. with a lead of 1.0 Km
3Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kinds of soil
4Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soil
5Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.
6Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
7Providing and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment).
8Supplying chemical emulsionin sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20%
9Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level..
10M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size).
11(b) 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
12Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design MixProviding M-25 grade concrete by using min 410 kg of cement per cum instead ofM-20 grade design mix. (Excluding cost of ordinary cement)
13Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix(Excluding cost of ordinary cement)
14Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix
15Add Extra on 4.1, 4.2 & 4.3 Providing M-25 grade concrete by using min 410 kg of cement per cum instead ofM-20 grade design mix.
16Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.
17Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for :
18Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc.
19(b) Columns, pillars, posts and struts etc.
20Add extra for additional height in centring, shutteringwhere ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at alllevels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured)
21Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ("Original producers" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)
22Thermo-mechanically Treated bars (Conforming of relevent IS code)
23Providing and fixing in positionbitumen impregnated fiberboard confirming to IS: 1838-1961 in expansion joints including the cost of primer sealing compound. 25 mm. thick
24Providing and fixing 150 mm wide sheet covering over expansion joints with iron screws as per design to match the colour / shadeofwall treatment.
25Aluminum fluted strips 2 mm thick
26Supplying and providing of two components poly sulphide sealant containing solid contents, confirming to standard specification and approved compatible primer, for priming vertical faces prior to application of poly sulphide sealant including all labour charges for sealing of expansion joints after drill mixing of two components sealing compound. Cleaning and preparation of expansion joint using wire brush sand papering with emery paper and filing with suitable mechanical means. The work includes racking and cleaning of joints, sticking, debonding tape on bottom of joint, applying primer on edges, using masking tape on edges, providing of sealant and removal of masking tape immediately after providing sealant in joint.
27To vertical joint between RCC columns, bricks & stone masonry in size 40 mm width and 12 mm depth, including providing back up material (Thermocoal foam) if required.
28Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:
29Cement Mortar 1:6 ( 1-Cement : 6-Sand).
30Random Rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : Cement Mortar 1:6 ( 1-Cement : 6-Sand). (Excluding cost of ordinary cement)
31Brick masonry with F.P.S. bricks of class designation 75 infoundation and plinth with bricks
32Cement mortar 1 : 6 (1 cement : 6 coarse sand)
33Add extra over item of brick workwith class designation 100 in substitutionof class designation 75 :
34Half brick masonry in Superstructure , above plinth level upto floor Vlevelusing bricks of designation 75 Cement mortar 1 : 4 (1 cement : 4 coarse sand)(Excluding cost of ordinary cement)
35Add extra over item of brick workwith class designation 100 in substitutionof class designation 75 :
36Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).
37ExtraforusingMarbleprinted/Graniteshadeordarkshadetilesinsteadofwhite,grey,ivory,fumeredbrown,lightgreen,lightblueandotherlightshadesinglazedtiles
38Extraforusingsize above 200x300mm in glazed tiles
39Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4).
40ExtraforusingMarbleprinted/Graniteshadeordarkshadetilesinsteadofwhite,grey,ivory,fumeredbrown,lightgreen,lightblueandotherlightshades MATfinishedtiles.
41Extraforusingsize400mm x 400mm MAT finishedtiles in place of 300mm x 300mm size.
42Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
43Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C Cblock 15 x 10 x 10 Cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in –chargeWindow openable.
44Extra for additional shutter in pipe section windows with wire gauge 14 mesh x 24 gauge
45Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile C
46Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure "A":35mm thick,Commercial Veneer both side
47Extra for cutting rebate in flush door shutters for making double leaf shutter(Total area ofthe shutter to be measured).
48Extra for providing external lipping with 2ndclass teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13.
49Providing and fixing vertical Blinds , headrail shall be oriented aluminum alloy 50 mm wide x 18 mm high the thickness shall be 1.2 mm. Control unit shall be made of high grade polymer and shall be housed in side the headrail, which shall transfer motion from chain tilter to tilt rod. Chain tilter shall be made of plastic bead of diameter 4.5 mm through which 2 mm thick polyester code passes. Tilt rod shall be extruded aluminum having 3 key ways. Runner shall be moulded plastic and shall have to plastic wheels mounted on plastic exles to enable runner to slide unhindered in headrail. Luver shall be made of fabric 100 mm colour fast and shall have protective scotchgard coating to resist stains and dust. Bottom mechanism consist bottom weight made of powder coated galvanized steel for maximum corrosion resistance. The bottom weight shall be attached with bottom.
50Providing and fixing M.S. sheet 1mm thicksingle leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint
51Extra for double leaf shutters.
52Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide.
53Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
54Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.
55Extra if square,rectangular hollow tubelarsections are used or grill made by flats only
56Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance.
57Random rubble dry stone Kharanja under floor.
58Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand),For area of each slab from 2001 to 5000 Sq.Cm
59Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing completeFor area of each slab from 2001to 5000 Sqcm
60Extra for Mirror polishing on terrazzo/Kota stone work where ever required to give high gloss finish complete.
61Grading roof for water proofing treatment withwater proffing compound,Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
62Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :(Excluding cost of ordinary cement)
63Providing & laying broken glazed titles on roof ( broken glazed tilesnot less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm. (1.40 Kg ofVG-40 (30/40 )grade and 0.30 Kg/Sqm. OfVG-10 (80/100) grade) and joints filled with cement mortar 1 :2 (1 cement:2 marble dust mixed with water proofing compund all complete as per direction of Engineer-in-charge.
64Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge.
6530mm thick factory made solid panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15 mm x15mm , top & bottom rails. M.S .frame shall have a coat of steel primers of approved make and manufacture M.S. frame covered with 5mm thick heat moulded PVC ‘C channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide PVC sheet out of which 75 mm shall be flat and 20mm shall be tapered in 45 degreeon the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross PVC sheet shall be provided as gap insert for top rail & bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide PVC sheet bending on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacture’s specification & drawing.(For W.C.and bathroom door shutter).
66Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick.(Excluding cost of ordinary cement)
676 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand)(Excluding cost of ordinary cement)
68Making grooves as per design in plaster 10mm to 20mm wide.
69Providing and Fixing Chiken wire mesh at the joint of masonry members/ R.C.C. Memberswith Nails complete in all respect.
70Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 20 mm thick. (Excluding cost of ordinary cement)
71Extra for making Ornamentaldesign like KangoorasGola etc.asperJaipur practice in cementplaster
72Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete new Plastered Surface (three or more coats)
73Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.
74Applying one coat of primer of approved brand and manufacture on wall surface including all scaffolding, (new surface) : Cement primer (on new surface).
75Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provision New Work
76Applying priming coat:With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood.
77Painting with enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
78Painting top of roofs with bitumen of approved quality at 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete: With residual type petroleum bitumen of penetration 80/100
79Providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately).
80(a) For fixed portion,Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer)
81For shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately).Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer)
82Extra for shutters of slidingaluminum windows
83Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basicitem.) With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm)
84Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. With stainless steel cover plate
85Providing and fixing expanded grill made of anodized aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminum window/vent with required screws, Y and H aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge.
86Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
87Providing and fixing in position collapsible steel shutters with vertical M.S. Channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of T-iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (To be measured and paid as per outer dimension).
88Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design).
89Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.
9040mmthickwith20mmthicknominalsizeaggregate.
9175mmthickwith20mmthicknominalsizeaggregate.
92Providing & laying Chequerred terrazzo tiles of approved make 22 mm thick with marble chips of size upto 6mm, in floors, jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and polishing complete in all respect as per specification, on 28 mm thick bed of C.M. 1:4.Medium shade using approximately 50% white cement and 50% ordinary cement.
93Add extra for non slipping 9-12 mm ironite topping tiles
94Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:3:6 (1-Cement:3-coarse sand:6-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
95Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete .Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour),Above 3601 Cm2 Slabs
96South Zed Black Above 3601 Cm2 Slabs
97P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade,laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete.size 600mm X 600 mm
98Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design & IS 6248- 1979. (Clear openable area to be measured for payment).
99Providing& fixing ball bearing for rolling shutters
100Add extra over item No. 9.23 for providing mechanical device chain and crank operation for operating rolling shutters.
101Exceeding 10.00 Sqm and upto 16.80 Sqm in the area.
102Providing and fixing Structural glazing work with toughened glass of 6mm thick and reflective colour as approved in dark shade like Blue/Dark Blue etc. with frame work of curtain section 65x60mm (Weight 1.64 kg/m min.) made of aluminium with chrome plating. Internal frame work will also be of curtain section 65x60mm of chrome plated aluminium section with20x20mm aluminium tube section and structural spacer made of rubber. The aluminium frame worksize as per instruction of Engineer-in-charge and including openable panels with all necesary sections and fitting.The work include silicon structural adhesive for complete gripping of glass with framing members and silicon weather seal sealant to prevent moisture/water through joints. Glass will be fixed in plumb and with uniform spacing of 10-12mm wide duly filled with silicon weather seal sealant. The work includes all labour,scaffolding , structural aluminium work, toughened glasses,silicon weather seal sealant, silicon structural adhesive structrucal spacer, all accessoreis like handles, peg stays, M-15 grade cement concrete for fixing holdfast .(Face area of glass shall be measured)
103Providing and fixing tiled false ceiling of approved materials of size 595X595 mm in truehorizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams per sqm both side inclusive ) consisting of maIn “T” runner with suitably spaced joints to get required length and of size 24X38 mm made from 0.30 mm thick (minimum) sheet spaced at 1200 mm center to center and cross “T” of size 24X25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mmcenterto centerto form a grid of 1200X600 mm and secondary cross “T” of length 600 mm and size 24X25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200X600 mm panel to form grids of 600X600 mm and wall angle of size 24 X 24 X
1040.3 mmand laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 X 37 X 25 X 1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanizedbutterfly level clips of size 85 X 30 X 0.8 mm spaced at 1200 mm center to centeralong main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
105GI Metal Ceiling Lay in Plain Tegular edge Global white colour tiles of size595X595 mm, and 0.5 mm thick with 8 mm drop, made of G I Sheet having galvanizing of 100 gms/sqm (boths ides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending.
106Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specificationsincluding primer coat and protecting coat including scaffolding and safety provision,Roller Finish av. thickness 1500 to 2000 microns.
107Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : 50 mm thick(Excluding cost of ordinary cement)
108Finishing with neat cement (punning).
109Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 25 mm thick.(Excluding cost of ordinary cement)
110Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mmand 10 mm thick as per approved design
111Making of holein R.C.C. slab/wall/beams and masonary wall (width up to 450 mm) by core cutting machine complete as per direction of EI Fromdiameter 100mm to 150mm
112Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required : Windows side hung (openable)
113SANITARY WORK
114P & F Indian type white glazed vitreous china Ist quality W.C. orissa pan (IS:2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor :Size 580x440 mm. (Excluding cost of ordinary cement)
115P & F European type white glazed vitreous china 1st quality Double syphonic W.C (IS :2556 Mark) with P or S trap including cutting and making good the wall and floor
116P & F water closet Seat Covers with brass hinges complete : Solid PVC (ISI marked) grade-I White for EWC.
117P&F Jet spray for water closet with C.P. copper tube flange of approved make
118P & F kitchen & Lab Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up to floor level complete including cutting and making good the wall & floor :(Excluding cost of ordinary cement)
119(a) 1.0mm thick salem stainless steel AISI -304 kitchen sink of approved make (Nirali, Neel- Kanth, Jaina, Faber, Cryistal) with large waste coupling. Size 24x18x8, BOWL SIZE=20X16X8
120(b) WVC Lab Sink (IS:2556 Mark) size 530x430x180 mm.
121P & F Ist quality WVC Urinal (IS:2556 mark) with 25 mm dia G.I. waste pipe, dome couplings, concealed iron brackets or screws etc. completeFlat Back (large) or half stall size 610x400x80mm.
122P & F W.V.C. Half-Round Channel of approved make in C.M.1:3 joints finished in white cement of :Size 150 mm dia. (Excluding cost of ordinary cement)
123P & F Bib Cock (IS:8931 Mark) Superior quality of approved make : -do- Long body, 15 mm nominal bore weight not less than 690 gm
124(-do-) Long nose, 15mm nominal bore weight not less than 810 gm
125P & F Sink Cocks of superior quality & approved made:C.P. Sink cock swinging spout 15 mm.
126P & F Flush Cock/Flush Valve (IS:9758 Mark) or WC of approved quality make :C.P. brass Half-turn exposed 25 mm nominal bore.
127P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make 25 mm G.I. waste pipe complete including cutting & making good the wall :Size 550 mm x 400 mm (Excluding cost of ordinary cement)
128P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. C.P. Inlet connection 15 mm Brass (IS:8931 marked).with 37 Cm. long pipe and nut.
129P & F Stop cock (IS:8931 Mark) superior quality & of approved makeC.P.Brass :Concealed Stop Cock 15 mm.
130P & F Stop Cock(IS :8931 Mark),superior quality & ofapproved make:1350gm. 25 mm nominal bore.
131P&F towel rail or ring of approved quality /make:C.P. brass towel rail with bracket 600 x20mm.
132P&F Soap dish or tray of approved quality/ make.C.P. brass heavy and superior quality
133P & F Grating of approved quality/make:
134Stainless Steel Sheet size 125mm dia. Heavy Quality of approved make
135P & F Pilllar Cocks (IS :8934 Mark) of superior quality and approved make:
136C.P. Pillar cock, Swan-neck with casted spout, 15mm nominal bore.
137P&F Beveled edge mirror of special glass of appd make (Atul/equivalent) complet with6mm thick asbestos cemetn sheet ground fixed to wooden scrwes & washers.Size 600 x 450mm x 4mm thick
138P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:
139(a) 2000 Ltr. Capacity
140(a) 1000 Ltr. Capacity
141Hoisting Charges for each floor :
142P & F Full-way valve (IS:778 Mark) or wheel valve of approved make :Gun-metal 25 mm nominal bore.
143Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)
14415 mm nominal outer dia pipes
14520mm nominal outer dia pipes
146Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall)
14725 mm nominal outer dia pipes
148Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work).
14925 mm nominal outer dia pipes
150Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
151(a) 110 mm dia
152(b) 75 mm dia
153Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
154(a) Bend 87.5 Dg. 110mm dia
155(b) WC connector (Bend) with ring 110mm dia
156(c) Vent Cowel110mm dia
157(d) Door Bend 87.5 Dg. 110mm dia
158(e) Pipe Clip 110mm dia
159(f) Coupler 110mm dia
160(g) Single Tee with door 110 mm. dia.
161(h) Bend 87.5 Dg. 75mm dia
162(i) Door Bend 87.5 Dg. 75mm dia
163(j) Single Tee with door 75 mm. dia.
164(k) Vent Cowel 75 mm
165(l) Pipe Clip 75mm dia
166(m) Coupler 75mm dia
167(n) Nahni Trap with Jali 4” 110mm dia
168(o) Multi floor trap 110mm dia
169Construction of Cement Concrete Chamber 125mm dia on depressed floor upto 45cm height from floor with : Stainless Steel Sheet Grating (Excluding cost of ordinary cement)
170P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type.Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm.
171P & F S.W. Master Trap (Inter-cepting) `A` grade (I.S.: 651 marked) of approved quality/make150mm dia (Excluding cost of ordinary cement)
172Construction of manhole in all type of soil inner size 90 X 60 Cm. thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring,making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C.flooring , 25 Kg. CI cover with frame of 40mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.Depth upto 0.5mtr (Excluding cost of ordinary cement)
173Construction of chamber in all type of soil with 300 mm thick masonry in Cm 1:6 m 100mm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Inside size 300x300mm depth upto 0.5m & 5Kg C.I. cover with frame (Excluding cost of ordinary cement)
174Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 gradeC.C floor &RCC slab covering with M15 grade c.c. floor,50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:Size 400 x140x150 cm.(for 50 users)with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 10mm ? @15 cm c/c bothways including shuttering complete in all respect.(Excluding cost of ordinary cement)
175Construction of Soakage well in all types of soil of approved drawing, top 90 Cm .Portion in 450mm thick masonry with CM 1:6, 80 mm thick stone slab covering,jointing of slab in CM 1:3 ,Ralthal, kharanja 40mm thick M-15 grade C.C flooring, earth worketc . complete including disposal of surplus earth within a lead of 50 mtr . Inner dia90 Cm & 10 to 12 Mtr deep.
176P&F rigid PVC Pipe (IS:4985 mark) class II(4 Kg. /Cm.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant
177(a) 110mm. dia.
178(b) 160mm. dia.
179P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:
180(a) Coupler (socket)
181110mm dia
182(b) Bend 87.5 degree
183110mm dia
184(c) Bend 45 degree
185110mm dia
186(d) Pipe clip
187110mm dia
188Providing Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS:458 mark) of approved make with collars, jointed with C.M.1 : 2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete .300mm dia Internal (Excluding cost of ordinary cement)
189P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm.Makrana II quality marble having light spots
190P&FC.P.brassUrinalFlushPipeset complete with flanged brackets of approved make.For 1 Urinal
191P & F C.P. brass Urinal Spreader for stall urinal of approved make.
192P & F Bottle Trap of approved make :C.P Brass 40 mm
193P & F Grating of approved quality/make:Stainless Steel Sheet size 125mm dia.
194P & F Extension Pipe for bib cocks of approved quality/make.C.P. brassof heavy & superior quality 50 x 15mm
195P&F Ball Cock (IS-1703) with rod & PVC ball complete :Brass wt.Not less than 400 gm, 20mm.
196P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:
197(a) Bend 87.5 Dg.
198(i) 110mm dia
199(b) Socket Plug
200(i) 75mm dia
201(ii) 110mm dia
202(c) Pipe Clip
203(i) 75mm dia
204(ii) 110mm dia
205Plain Tee
206(i) 75mm dia
207(ii) 110mm dia
208Door Tee
209(i) 75mm dia
210(ii) 110mm dia
211(f) Plain floor trap
212(i) 110mm dia
213(g) Vent Cowel 75 mm
214(h) Vent Cowel 110 mm
215Outer Development work:-
216Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
217Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).Grading as per MoRTH specification : Table 400-1,400-2 with CBR value not less than 20,ii)To achieve 95% Proctor density
218Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30, over a prepared sub-base with 43 grade cement @ 400 Kg per cum, coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602.
219Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.Hot finished welded type tubes.
220Providing and laying ofpaver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc
221Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004
222Add extra over itemreflective paver block, manufactured with wet cast vibration system in two layers is used.
223Add extra over rates of item No. 11.39, A to C if colored paver blocks are used
224Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casingpipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe:200mm dia Nominal bore
225Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.200 mm Nominal bore of pipe
226Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985.200 mm Nominal bore of pipe
227S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size: 200 mm dia
228Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids Size 3 to 5 mm
229Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.
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