Indian Tenders

Tender Notice

TDR 55245343
Tendering Authority Urban Improvement Trust
Tender No NIT 41/2025-26 (41)
Tender ID 2026_UITKo_554357_1
Tender Brief Corrigendum : Tender For Various Civil Works Under Zone -Iii C Area Kota (Arc)
City Kota
State Rajasthan
Document Fees INR 7500 /-
EMD INR 600000.0 /-
Tender Value INR 3 Crore /-
Tender Type Works
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender For Various Civil Works Under Zone -Iii C Area Kota (Arc)-- 1 Clearing Jungle Including Uprooting Of Rank Vegetation, Grass, Brush Wood, Trees And Saplings Of Girth Upto 30 Cm Measured At A Height Of 1 M Above Ground Level And Removal Of Rubbish Upto A Distance Of 50 M Outside The Periphery Of The Area Cleared. 2 Filling 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. 3 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 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 Soils 4 Sludge Clearance Of Drains, Channels And Canals With Lift 1.5 Mtr And Lead Up To 50 Mtr 5 Providing And Laying In Position Specified Grade Of Cement Concrete For All 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

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 29-04-2026 Corrigendum_Date_Extend Date 18-05-2026

Key Dates

Publish Date 29-04-2026
Last Date of Bid Submission 18-05-2026
Tender Opening Date 19-05-2026

Contact Information

Company Name Urban Improvement Trust
Contact Person Executive Engineer
Address KDA Kota

BOQ Items

Name of Work:- Various Civil works Under Zone -III C Area Kota (ARC)
Sl. No. Item Description
1Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
2Filling 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.
3Earth 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 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 soils
4Sludge clearance of drains, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr
5Providing and laying in position specified grade of cement concrete for all 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
6Providing and laying in position specified grade of cement 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 reinforcement for 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
7Providing and laying in position specified grade of cement 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 reinforcement for 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
8Centering 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.
9Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
10Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
11Columns, pillars, posts and struts etc.
12Providing 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)Thermo-mechanically Treated bars (Conforming of relevent IS code)
13Flyash Flyash Brick work with flyash Flyash Bricks of class designation 75 in superstructure above plinth level upto floor Three Level in all shapes and sizes in :Cement mortar 1 : 6 (1 cement : 6 coarse sand)
14Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1 : 6 (1 cement : 6 coarse sand)
15Providing 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.
16M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
17M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
18Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with allrequired equipments (Dowel Bars will be paid seprately)
19Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead
20Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3
21Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. For 10 KM
22Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand).
23RandomRubble stonemasonrywithhard stone in superstructure aboveplinth level andupto five level above30cm. thickwalls in : CementMortar1:6 ( 1-Cement : 6-Sand)
24Add extra for Random Rubble stone masonry with hard stone in
25Square or Rectangular pillars
26Re-fixing of old stone slab
27(A) White Ashlar
28Providing and fixing Marble stone flooring table rubbed, 15-18 mm thick over 20mm (Av.) thick base of CM 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.
29Makrana 'Adanga'.
30Above 3601 Cm2 Slabs
31Providing 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.
32South (Red)
33Above 3601 Cm2 Slabs
34Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
35Granite/Kota Stone Work
36Full Edge moulding
37Half Edge moulding
38Providing and fixing 1st qualityMATfinishedceremic tilesize300x300mmconfirming to IS : 13755 and IS :15622 colour such as white, grey, ivory, fumeredbrown, lightgreen, lightblueandother light shades infloors,steps,pillarsetc. laidonabedofneatcementslurryfinishedwithflushpointinginthewhite cement mixedwith pigment tomatch theshadeof the tilecomplete(including the cost of cement mortarbed 1:4).
39Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
40Add extra if square, rectangular hollow tubular sections are used.
41Providing and fixing M.S. sheet 1mm thick single 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
42Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) 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 :
43Windows side hung /Ventilators top or centre hung (openable)
44Supplying 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.
45Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred welded and grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C C block 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 frame for paitam fixing float glass 4mm thick panes with glazing clips and metal sash putty and fixing 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 –charge
46Window fixed.
47Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size.
4850mm x 50mm x 3.15mm
49Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.
50Welded mesh 50 mmx 50 mm x 2.1 mm
51Providing corrugated G.S. sheet roofing including vertical / curved surface 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 and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required.
520.63 mm thick with zinc coating not less than 275 gm/m2
53Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-voilet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall confoim to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.
543.0mm thick (Wt. 5.0 Kg./Mtr. Sq.)
55Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
5640mm wide and 4mm thick
57Providing & laying Chequered terrazzo tiles of approved make 22mm thick with marble chips of size upto 6mm, in floors, jointed with neat cement slurry mixed wit pigment to match the shade of tiles including rubbing and polishing complete in all respect as per specification, on 28mm thick bed of C.M. 1:4 :
58Light shade using shade cement.
59Polished Blue Kota stone flooring skirting, laid over 20 mm thick base of C.M. 1 : 4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :For area of each slab from 2001 to 5000 Sq.Cm : 25 mm thick slab.
60Rough chisel dressed stone flooring over 20 mm (Av.) thick base in CM 1 : 6 including pointing with cement mortar 1 : 2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm : 35 mm thick red sand stone.
61Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge).
62Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick.
6320mm thick.
6412mm thick.
65Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete
66Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3 sand) :
67Raised and cut pointing.
68Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.
69Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect.
70Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
71New work (Two or more coats applied @ 3.84 kg/10 sqm).
72Painting exterior surface of Wall with 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
73New Work
74Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
75Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : One or more coats on old work.
76Demolishing brick work manually/ by mechanical means including stacking of serviceable MATERIAL and disposal of unserviceable MATERIAL within 50 metres lead as per direction of Engineer-in-charge. In cement mortar.
77Dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
78Dismantling of cement concrete platform along with curtain walls and base concrete etc. including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead :
79Above 1.44 Sqm to 2.52 Sqm
80Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 Itr/sq.mt. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorized applicator of the manufacturer of membrane.3 mm thick
81Supply & fixing of one side polished black granite/white marble stone 14-20mm thick of size 3'x2' with engraved and gold colour painted letters (upto 500 letters) & borders including dismatalling plaster for fixing stone and finishing the surface including cost of stone and other material, carriage, loading, unloading with all leads & lifts as per direction of Engineer Inchagre.
82Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of earth
83Spreading of manure and good earth in required thickness (cost of manure and good earth to be paid separately).
84P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia
85Carriage of materials Earth, Sand, Lime, Morrum manure or sludge including all lead and lift and loading & unloading. Up to 5 KM
86Providing & Fixing of BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan Conforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .1200 mm Sweep BEE 1 Star rated (service value >=4.0 to < 4.5 )
87Providing and fixing aluminum work for 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 the directions of Engineer- in – charge .(Glazing and paneling to 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) For fixed portion
88For 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)
89Providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board Grade I, Type II conforming to IS : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge. Prelaminated particle board with decorative lamination on both sides.
90Providing 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 basic item.) With glass panes of 4.0 mm thickness ( weight not less than 10.0 kg/sqm) as per IS : 2835.
91Providing and fixing expanded grill made of 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. 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)
92Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' : 30 mm thick commercial Veneer Both side
93Demolishing cement concrete manually/ by mechanical means including disposal of MATERIAL within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix.
94Random rubble dry stone Kharanja under floor.
95Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004
96Add extra for different colour in top surface
97P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors: Exposed on wall
9815 mm dia nominal bore 'B' Class
9925 mm dia nominal bore 'A' Class
100Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. Steel workSteel work in all type section upto a height of 5 meters above plinth level (Riveted work where rivets are required to be cut shall be measured and paid for separately). Including dismembering
101Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in : Cement Mortar 1:6( 1-Cement : 6-Sand).
102Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 50mm thick.
103Providing and fixing 3-layer PP-R (Polypropylene random coplymer ) pipes SDR 7.4 UV stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP- R plain & brass threaded Polypropylene random fittings and fixing the pipe with clamps at 1 metre spacing. This includes testing of joint complete as per direction of Engineer - in charge.( INTERNAL WORK- EXPOSED ON WALL)
104PN-16 Pipe, 16 mm OD
105PN-16 Pipe, 20 mm OD
106PN-16 Pipe, 40 mm OD
107Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) 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.,)
10820mm nominal outer dia pipes
10932mm nominal outer dia pipes
110P & F PVC Storage Tank ISI Marked (IS: 12701) indicating the BIS 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: 1000 (-do-)
111P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 32mm nominal bore.
112P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. C.P. Inlet connection 15mm.Brass (IS : 8931marked)
113P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete : (-do-)wt.Not less than 800 gm, 32mm.
114P & F 15 mm. Dia Connection Pipe of approved quality/make : PVC pipe withC.P. Brass nuts upto length, 600mm
115P & F Pilllar Cocks (IS :8931 : 1993 Mark) of superior quality and approved make: C.P. Pillar cock, Swan-neck with casted spout, 15mm nominal bore.
116P & F Full-way Valve (IS:778 Mark) orwheel valve of approved make :
117Gun-metal 15mm nominal bore.
118(-do-) 25mm nominal bore.
119(-do-) 50mm nominal bore.
120Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 110 mm dia
121P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:
122Coupler (socket)
123110mm dia
124160 mm dia
125Plain Tee
126110mm dia
127160mm dia
128Door Tee
129110mm dia
130Bend 45
131110mm dia
132Vent Cowel
133110mm dia
134Door Bend (Left & Right)
135110mm dia
136Pipe Clip
137110mm dia
138Plain floor trap
139110mm dia
140P- Trap
141110mm dia
142Socket plug
143110mm dia
144Door Cap
145110mm dia
146Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 M-10 cm 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.
147-do- size 450 x 450mm depth upto 0.5M Cement cover with frame
148P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:Brass 400 gm,15mm nominal bore.
149P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete :Brass wt.Not less than 300 gm,15mm.
150P & F Indian type white glazed vitreous china 1st 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:
151Size 580x440mm.
152P & F WVC (10 litres) low-level flushingcistern with cover.
153P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make withC.I. brackets duly painted 1 No. 15 mmC.P. Pillar cock (IS:8934 Mark) & 32 mmC.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut32 mm complete including cutting & making good the wall :
154Size 510 mm x 400 mm
155P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.
156Flat Back (small) size 456x355x265mm.
157P & F W.V.C. Urinal Partition Plate of approved standard make of size 630x315mm including making good the wall.
158Grading roof for water proofingtreatment with water proffingcompoun Cement concrete1:2:4 (1cement : 2coarse sand : 4 graded stoneaggregate 20 mm nominal size
159Providing & fixing door, window,chowkhatsandother frames, includingantitermite treatment, M.S. flat, holdfastsofsize250x40x3mmfixedwithM.S. bolt 5mmdia 50mm long dulyembedded in cement concreteM-15grade : Nigeria teak wood Grade - I.
160Single piece of stone element withcarvingwork inBansi Paharpur stoneincludesstonepillar,stonebase, todiesand thabi etc carving work as perdirection of engineer in charge
161ProvidingandFixingcorrugatedcolour G.I sheet having thickness 0.50mm roofingfixedwithG.I.JorLHooksbolts andnuts8mmdiameetrwithbitumen andG.I Limpet washers or withG.I Limpet washers filledwithwhite lead and including over lapping of sheet complete(uptoapitchof60degree)& excludingthecostofpurlinsraftersand trusses etc complete in all respect
162Providing and Fixing Aluminium composite panel of approvedmake 3mm thick with 0.5mm thick skin & PVDFcoatedapprovedshade forwall panelling. Main framing work to be done using 50mmx25mmx1.6mm tubular section of approved make. Stainlesssteel screwtobeusedtofix theACPpanel tobefixedtothemain framewithindustrialadhesivetapeand panelgroovetobesealedwithweather proof silicon sealant suitable for glass/aluminium etc. complete in all respect as approved by Engineer-incharge.
163Supplying and fixing machine cutdressed 75 mm Pink sand stone(Bansi Paharpur) dasa/ coping wthornamental shape having mouldingand \\"PANShape\\" engraving as perrequiredpatternwithengravingdepthof 5mm(average) insinglepieceoflength 90 cm to be laid on cementmortar1:4(12to20mmthick) includingpointing with admixture of pigmentmatching with the stone shade.
164Providingand fixingStone jali 50mmthick Red/Pink sand stone as perornamental design to fixedwithwhitecement/epoxy mortar includingpointing inwhitecementmortar1:2(1whitecement : 2stonedust)withanadmixture of pigment, matching thestone shade
165Kotastoneslab flooring25mmthickover20mm(average) thick base laidover and jointed with grey cementslurrymixedwithpigment tomatchtheshadeof theslabincludingrubbingandpolishing complete with base ofcement mortar 1 : 4 (1 cement : 4coarse sand) Forareaofeachslabfrom901to2000Sq.Cm : Please Enable Macros to View BoQ information

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