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Construction Of Block Development Office Building Shri Naina Devi Ji At Swarghat Development Block Shri Naina Devi Ji At Swarghat District Bilaspur Hp Construction Of Block Development Office Building Shri Naina Devi Ji At Swarghat Development Block Shri , Bilaspur-Himachal Pradesh

Rural Development And Panchayats Department has published Construction Of Block Development Office Building Shri Naina Devi Ji At Swarghat Development Block Shri Naina Devi Ji At Swarghat District Bilaspur Hp Construction Of Block Development Office Building Shri Naina Devi Ji At Swarghat Development Block Shri . Submission Date for this Tender is 16-08-2022. Building Work Tenders in Bilaspur Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

33446487
Construction Of Block Development Office Building Shri Naina Devi Ji At Swarghat Development Block Shri Naina Devi Ji At Swarghat District Bilaspur Hp Construction Of Block Development Office Building Shri Naina Devi Ji At Swarghat Development Block Shri
Open Tender
Indian
Himachal Pradesh
Bilaspur
16-08-2022

Tender Details

Construction Of Block Development Office Building Shri Naina Devi Ji At Swarghat Development Block Shri Naina Devi Ji At Swarghat District Bilaspur Hp Construction Of Block Development Office Building Shri Naina Devi Ji At Swarghat Development Block Shri Naina Devi Ji At Swarghat District Bilaspur Hp Sub Head Con Of Building Portion Including Water Supply Sanitary Installation And Site Development

Key Value

Document Fees
INR 5000 /-
EMD
INR 553000.0 /-
Tender Value
INR 2.76 Crore /-

BOQ Items

NAME OF WORK:- CONSTRUCTIONOF BLOCK DEVELOPMENT OFFICE BUILDING SHRI NAINA DEVI JI AT SWARGHAT, DEV. BLOCK SHRI NAINA DEVI JI AT SWARGHAT, DISTT. BILASPUR (H.P)(SH: C/O BUILDING PORTION INCLUDING , WATER SUPPLY, SANITARY INSTALLATION & SITE DEVELOPMENT ETC.)
Sl. No. Item Description
1Cutting in Earth work in all kind of soil such as pick work ,pick jumper work , jumper blasting work , soft and hard blasting ,saturated soil , including chiseling or any other mixed variety of soil in all leads de-watering and or removal of slush and other incidentals , lift up to any height including stacking the excavated soil clear from the edge of excavation and than returning thestacked soil in all thickness of layers when required into plinths side of foundation etc. consolidating each deposited layer by ramming and watering then disposing of all surplus excavated earth as directed by the Engineer-in- charge with in all leads , lifts and other incidentals .
2Excavation in foundation trenches etc. in earth work in all kinds of soil such as pick work ,pick jumper work , jumper blasting work , soft and hard blasting ,saturated soil , including chiseling or any other mixed variety of soil in all leads dewatering and or removal of slush and other incidentals , including stacking the excavated soil clear from the edge of excavation and than returning thestacked soil in all thickness of layers when required into plinths side of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as requiredin all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
3Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressingas requiredin all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
4Providing from work with steel plates 3.15 mm (three decimal fifteen millimeter ) thick welded with angle iron in frame 30X30X5 mm (thirty into thirty into five millimeters)so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies for all heightsof propping and centering below supporting floor to ceiling & removal of same for in-situ reinforced concrete and plain concrete work as requiredin all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
5Foundation ,footing basis of columns etc. And mass concrete as requiredin all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
6Flat surfaces, such as soffitsof the suspended floors roofs , landing and the like floors etc. up to any thickness , all as requiredin all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
7Beams cantilever girders and lintels side and soffits of beams, beams haunchings, cantilevers, bressumers and lintels any depth in all heights from floor as requiredin all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
8Columns, pillars ,posts and struts square, rectangular or polygonal in plan as requiredin all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
9Stair case with sloping or stepped soffits excluding landing as per direction of the Engineer-in Charge Inculdings carriage of material with in all leads ,lifts in all floor levels and other incidentals
10Vertical surfaces such as wall (any thickness )partitions and the like including attached pillasters buttresses ,plinth and string courses and the like as requiredin all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
11Edges of slab and breaks in floor and walls under 20 cm wide as requiredin all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
12Making plinth protection 50mm thick of cement concrete 1:3:6 (one cement : three coarse sand (zone - III) :six graded stone aggregate 20 mm nominal size) over 75mm(seventy five milimetre) thick bed of dry brick ballast 40 mm (forty mimi metre) nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth as requiredincluding all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
13Providing and laying, mechanically mixed and vibrated cement concrete 1:4:8 (one cement:four sand eight graded crushed stone aggregate 40 mm (forty millimeter) nominal size) including curing as required at site complete excluding the cost of form work but including all leads and lifts of materials in foundation and plinth including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
14Providing and laying, mechanically mixed and vibrated cement concrete 1:5:10 (one cement:Five sand Ten graded crushed stone aggregate 40 mm (forty millimeter) nominal size) including curing as required at site complete excluding the cost of form work but including all leads and lifts of materials in foundation and plinth including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
15Providing and laying M-25grade of concrete with minimum cement contents of 400kg (four hundred kilogrames per cum )mechanically mixed and vibrated graded crushed stone aggregate 20mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete workas requiredin all leads & lift in all floor levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. in :-
16Foundation ,footing basis of columns etc and mass concrete as requiredin all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
17Beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to all floor level,as per direction of the Engineer-in-charge including carriage of material with in all leads , lifts in all floor levels and other incidentals.
18Walls any thickness but not exceeding 0.10 m thickness (point ten meters 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 including carriage as requiredcomplete in all respect in all leads & lift in all levels and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge
19Arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° up to all floor level as per direction of the Engineer-in-charge including carriage of material with in all leads , lifts in all floor levels and other incidentals.
20Providing tor steel reinforcement of TATA or SAIL make for reinforced Cement concrete work includingbending ,binding and placing in position and cost of binding wire complete for all floors including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
21Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to all floor level in all shapes and sizes in cement mortar 1:6 (one cement : six sand) including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
22Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to all floor level in all shapes and sizes in cement mortar 1:6 (one cement : six sand)including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
23Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to all floor level in cement mortar 1:4 (one cement: four sand)including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
24Random rubble masonry with hard stone of approved quailty in foundation and plinth including levelling up with cement concrete 1:6:12 (one cement : six coarse sand : twelve graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)as requiredin all leads & lift in all levels including carriage and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. in :-
25Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. as per design and pattern approved as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. The Granite stone sample and design pattern shall be got approved from Engineer Incharge before use.
26Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc.includingentire carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
27Providing edge moulding to 18 mm thick granite stone ,marble or kota stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
28Providing first class sal wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately)as required including carriagein all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
29Providing 40x5 mm (Forty X five mili metres) flat iron hold fast 40 cm (forty centimetre)long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (one cement : three coarse sand : six graded stone aggregate 20mm nominal size),as required including carriage in all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
30Providing and fixing 35mm thick Kiln seasoned and chemically treated hollock woodshutters for doors windows and clere story windows fixing with MS Butt hinges of required size with necessary screws excluding penelling which will be paid for separatelyincluding carriage of material with in all leads and lifts and other incidentals .
31Providing and fixing panelling of kiln seasoned and chemically treated hollock woodin panelled shutters for doors windows and clear story windows (area of opening) for panelled inserts excluding portions inside groves or rebates to be measured .as required including carriage in all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
32Providing and fixing 35mm thick (thirty-five mili metres) well seasoned hollock wood glazed shutters for doors, windows and clerestory windows using 4 mm (four mili metre) thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screwsincluding carriage of material with in all leads and lifts and other incidentals .
33Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). as required including carriage in all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
34Providing and fixing 35mm thickISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shuttersincluding ISI marked Stainless Steel butt hinges with necessary screwsas required including carriage in all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
35Extra for providing lipping with 2nd class teak wood battens 25 mm (twenty-five milimetre) minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). as required including carriage in all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
36Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). as required including carriage in all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
37Providing and fixing 35 mm (thirty-five mili metre) thick wire gauge shutters of well seasoned hollock wood using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screwsas requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
38Glazing with glass pan 5mm(five point five millimeters)thick plain glass panes with teak wood beadingcomplete as per direction of Engineer-in-charge including carriage of material with in all leads , lifts and other incidentals .
39Providing and fixing teak wood wooden moulded beading 50x12mm (fifty X twelve mili metre)to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. completecomplete as per direction of Engineer-in-charge including carriage of material with in all leads , lifts and other incidentals .
40Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc.Fixed to openings /wooden frames with rawl plugs screwsincluding priming coat with approved steel primer all as per direction of Engineer-in-charge including carriage of material with in all leads , lifts and other incidentals .
41Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete including carriage of material with in all leads and lifts and other incidentals .
42Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
43300x16mm (three hundred fifty X Sixteen mili metres)
44250x16mm (two hundred fifty X Sixteen mili metres)
45Providing and fixing bright finished brass tower bolts (barrel type) with screws complete.
46200 mm X 10 mm (One hundred millimeters Into ten millimeters)
47100 mm X 10 mm (one hundredInto sixteen millimeter)
48Providing edge moulding to 18 mm thick granite stone ,marble or kota stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
49Providing and fixing bright finished brass handles with screws complete.
50125 mm (one hundred twenty-five mili metres)
51100 mm (one hundred mili metres)
52Providing and fixingbright finished brass hanging type floor door stopper, with necessary screws etc. complete.
53Providing and fixing bright finished brass casement stays (straight peg type) , with necessary screws etc. complete 200 mm weighing not less than 240 gmswith necessary screws etc. complete in all respect
54Steel 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. Hot finished welded type tubes as requiredincluding carraige in all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
55Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works as requiredincluding carraige in all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
56Providing and laying 5.5 mm (five point five milimetre) thick Ceramic/Spartic glazed floor tiles of size 300x300 mm (three hundred X three hundred mili metre)of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (one Cement : four Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. The sample and pattern of kajaria/nitco/jonson tiles should be got approved from Engineer - in - charge before use.
57Providing and fixing 1st quality ceramic glazed floor tiles of size 300x300 (three hundred into three hundred millimeters) conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. The sample and pattern of kajaria/nitco/jonson tiles should be got approved from Engineer - in - charge before use.
58Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. The sample and pattern of kajaria/nitco/jonson tilesshould be got approved from Engineer - in - charge before use.
59Providing and laying vitrified floor tiles 600x600mmx 10mm thick with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (one cement : four coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. The sample and pattern of kajaria/nitco/jonson tilesshould be got approved from Engineer - in - charge before use.
60Providing and laying 5.5 mm (five point five milimetre) thick Ceramic/Spartic glazed floor tiles of size 300x300 mm (three hundred X three hundred mili metre)of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (one Cement : four Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. The sample and pattern of kajaria/nitco/jonson tiles should be got approved from Engineer - in - charge before use.
61Providing and fixing 110mm dia (one hundred ten mili metre) with minimum pressure of 4.5kg on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes including carriage of material with in all leads and lifts and other incidentals . as per direction and to the entire satisfaction of Engineer-in-Charge. The sample and pattern of kajaria/nitco/jonson tiles should be got approved from Engineer - in - charge before use.
62Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
63110 mm diameter (one hundred ten mili metres)
64110 mm shoe(one hundred ten mili metres)
65Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm (fifty X fifty X fifty mili metres) hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (one cement : four coarse sand) and making good the wall etc. complete.. as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
66110 mm diameter (one hundred ten mili metres)
676 mm(six millimeter)thick cement plaster to ceiling in cement mortar 1:3 (one cement :three sand as per direction of engineer-in- charge including carriage of material with In all leads , lifts in all floors and other incidentals completes as per direction and to the entire satisfaction of Engineer-in-Charge.
6815 mm (fifteen millimeter) thick cement plaster in single coat on rough / fair side of brick /concrete/stone wall for interior plastering for all floors including arises internal roundedangles chafers and / or rounded angles chamfers and/ or rounded angles not exceeding 80mm (eighty millimeters )In girth and finished even and smooth in cement mortar 1:6 (one cement :six sand ) including carriage of material with In all leads , lifts in all floors and other incidentals completes as per direction and to the entire satisfaction of Engineer-in-Charge.
69Providing and applying white cement based putty of average thickness 1 mm (one mili meter), of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete including carriage as required as per direction and to the entire satisfaction of Engineer-in-Charge.
70Distempering two coats with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 (fifty) grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. including carriage of material with In all leads , lifts in all floors and other incidentals completes as per direction and to the entire satisfaction of Engineer-in-Charge. The sample, quality, colour and pattern of distemper should be got approved from Engineer - in - charge before use.
71Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture including carriage of material including carriage as required as per direction and to the entire satisfaction of Engineer-in-Charge.
72Painting 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 including carriage of material within all leads and lifts. as required as per direction and to the entire satisfaction of Engineer-in-Charge.
73Finishing walls with Acrylic Smooth exterior paint of required shade on New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) as required as per direction and to the entire satisfaction of Engineer-in-Charge.
74Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including carriage as required as per direction and to the entire satisfaction of Engineer-in-Charge.
75Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of WC ,kitchen and the like consisting of 1st course of applying cement slurry @4.40kg mixed with waterproofing compound confirming to IS 2645 in recommended proportions including rounding of junctions of vertical and horizontal surfaces as per direction and to the entire satisfaction of Engineer-in-Charge.2nd course of 20mm cement plaster 1:3(one cement:three sand) mixed with water proofing compound in recommended proportions including rounding of junctions of vertical and horizontal surfaces as per direction and to the entire satisfaction of Engineer-in-Charge. 3rd course of applying blown or residual bitumen applied hot at 1.7kg/sqm of area4th course of 400 micron thick PVC sheet(overlaps at joints of PVC sheets shouldbe 100mm wide and pasted to each other with bitumen at 1.7kg/sqm) as required or as per the direction and to the entire satisfaction of Engineer-in-Charge.
76Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.as required as per the directon of engineer in charge including carriage of material with in all leads lifts in all floors
77Providing and supplying Spandrel Glass Panels comprising of 8 mm thick heat strengthened monolithic float glass of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge.Providing and supplying aluminium extruded tubular sqm 2127.95 25.8 sqm 8130.45 For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item*).“(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 K etc. . The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement as required as per the directon of engineer in charge including carriage of material with in all leads lifts in all floors
78Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ 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 mm center to center to 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 mmin all floors and wall angle of size 24x24x0.3 mm and 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 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along 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 as required as per the directon of engineer in charge including carriage of material with in all leads lifts
79Providing and fixing 0.60 mm ( zero point sixty milimeters) thick prepainted steel sheet inroofingwith hot dipped metallic zink coated sheet with top coat of regular modified polyster ( RNP ) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating including fixing with prepainted screwscomplete with all accesoriees as required as per the directon of engineer in charge including carriage of material with in all leads lifts in all floors
80Providing and fixing ridges or hips 60 cm over all with 0.60 mm ( zero point sixty milimeters) thick prepainted steel sheet inroofingwith hot dipped metallic zink coated sheet with top coat of regular modified polyster ( RNP ) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating including fixing with prepainted screwscomplete with all accesoriees as required as per the directon of engineer in charge including carriage of material with in all leads lifts in all floors
81Providing and fixing VALLEY 60 cm over all with 0.60 mm ( zero point sixty milimeters) thick prepainted steel sheet inroofingwith hot dipped metallic zink coated sheet with top coat of regular modified polyster ( RNP ) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating including fixing with prepainted screwscomplete with all accesoriees as required as per the directon of engineer in charge including carriage of material with in all leads lifts in all floors
82Providing and fixing M.S BPsheet 1.66 mm to 2 mm thick in eavesboard / facia / soffit / ceiling including cutting fixingand welding to steel roof members and applying a coat of red lead primer complete as per the instructions of engineer in charge ( base members of steel workshall bemeasured and paid separtelyincluding carriage of material with in all leads lifts in all floors
83Providing and fixing 80 mm thick(Eighty milli meter)heavy duty precast cement concrete inter locking paver blocks vibro compacted up tp M 50 grade i/c border or kurb block grey or coloured over sub base of concrete with 25 mm ( twenty five milimeters) thick average thickness of cement mortar 1:4 ( one cement : four sand) laid over and jointed with cement slurry mixed with pigment to match the shade of blocks i/c curing ,rubbing &polishing complete (sub base concrete floor to be paid for seprately including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
84Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
85Providing and laying cement concrete flooring 1:2:4 one cement:two sand:four crushed stone aggregate 20mm nominal size laid in one layer finished with a floating coat of a neat cement including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
86Providing and laying brick bats 50mm size including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
87Supplying and fixing C.I. cover without frame for manholes 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
88Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design with 20x20 mm square bar including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
89Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) cera, hindware, parrywaremake with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. The sampleof china pedestal should be got approved from Engineer - in - charge before use.
90Providing and fixing water closet squatting pan (Indian type W.C. pan ) cera, hindware, parryware make with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china orissa pattern W.C.pan of size 580x440mm with integral type foot rests including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. The sampleof water closet squatting pan should be got approved from Engineer - in - charge before use.
91Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin cera, hindware, parryware make of 430x260x350 mm( four hundred thirty X two hundred sixty X three hundred fifty milimeters)and 340x410x265 mm (three hundred forty X four hundred ten X two hundred sixty five milimeters) sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. The sampleofurinal basin should be got approved from Engineer - in - charge before use.
92One urinal basin with 5 lt. white P.V.C automatic flushing cistern
93Providing and fixing White Vitreous China Wash basin cera, hindware, parryware make size 550x400 mm (five hundred fifty X four hundred mili meters)with a pair of 15 mm C.P. brass pillar taps wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: including carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. The sampleof wash basin should be got approved from Engineer - in - charge before use.
94Providing and fixing white vitreous china pedestal for wash basincera, hindware, parryware makecompletely recessed at the back for the reception of pipes and fittings. The sampleof wash basin should be got approved from Engineer - in - charge before use.
95Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink 510x1040 mm bowl depth 225as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including all fittings and 32mm dia CP brass waste and painting of fittings and brackets, cutting and making good the walls wherever requiredincluding carriage of material as requiredin all leads & lift in all levels and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. The sampleof wash basin should be got approved from Engineer - in - charge before use.
96Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. Heavy duty jet quality and sample should be got approved from Engineer - in - charge before use.
97Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Heavy duty waste pipe quality and sample should be got approved from Engineer - in - charge before use.
9832 mm dia
99Providing and fixing 100 mm CP brass grating heavy duty for gully trap. complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
100Providing and fixing 600x450 mm beveled edge mirror of heavy dutysuperior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
101Providing and fixing 600x120x5 mm heavy duty of approved quality glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
102Providing and fixing heavy duty toilet paper holder : C.P. brass complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.
103Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately). as per direction and to the entire satisfaction of Engineer-in-Charge.
104Providing and fixing C.P. brass bib cock ofjaquar/jal/ess ess make of approved quality conforming to IS:8931 :15 mm nominal bore.The samplequality & series should be got approved from Engineer - in - charge before use. as per direction and to the entire satisfaction of Engineer-in-Charge.
105Providing and fixing C.P. brass long nose bib cock of jaquar/jal/ess ess make approved quality conforming to IS standards and weighing not less than 810 gms 15 mm nominal bore The samplequality & series should be got approved from Engineer - in - charge before use. as per direction and to the entire satisfaction of Engineer-in-Charge.
106Providing and fixing C.P. brass long body bib cock of jaquar/jal/ess ess make approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal boreThe samplequality & series should be got approved from Engineer - in - charge before use. as per direction and to the entire satisfaction of Engineer-in-Charge.
107Providing and fixing C.P. brass stop cock (concealed) of of jaquar/jal/ess ess make standard design and of approved make conforming to IS:8931 15 mm nominal bore The samplequality & series should be got approved from Engineer - in - charge before use. as per direction and to the entire satisfaction of Engineer-in-Charge.
108Providing and fixing C.P. brass angle valve jaquar/jal/ess ess make for basin mixer and geyser points of approved quality conforming to IS:893115mm nominal bore The samplequality & series should be got approved from Engineer - in - charge before use. as per direction and to the entire satisfaction of Engineer-in-Charge.
109Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality The samplequality should be got approved from Engineer - in - charge before use. as per direction and to the entire satisfaction of Engineer-in-Charge.
110Providing 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 overflow pipes but without fittings and the base support for tank. as per direction and to the entire satisfaction of Engineer-in-Charge.
111Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
112Inside dimensions 455x610 mm and 45 cm deep for single pipe line :
113Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :
114Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :
115Extra for depth beyond 45 cm of brick masonry chamber
116For 455x610mm size with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
117For 500x700 mm size with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
118For 600x850 mm size with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
119Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including 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.
12015 mm nominal outer dia Pipes
12120 mm nominal outer dia Pipes
122Providing 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
12315 mm nominal outer dia Pipes
12420 mm nominal outer dia Pipes
125Providing 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.
12615 mm nominal outer dia Pipes
12720 mm nominal outer dia Pipes
128Providing and fixing PPR Unions PPR Union 20 mm
129Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5 mm flat of specified shape, projecting 75 mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30 mm x1.6 mm galvanised M.S. flats of specified shape and of total length 420 mm and shall be fixed with M.S. nuts, bolts, & washers of size 25x6 mm, one bolts on each side of the pipe.
130Total bracket length 580 mm of approved shape and design (for single 100 mm dia pipe)
131Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
13215 mm dia nominal bore
13320 mm dia nominal bor
134Providing and fixing PVC floor trap ISI marked of self cleaning design including fixing with approved adhesive cost of cutting and making good the walls and floors complete
135110mmx90mm
136110mmx75mm
137Providing and fixing high pressure PVC spigot and socket waste and ventilating pipes ISI marked including fixing with approved adhesive
138110mm dia
13975mm dia
140Providing and fixing PVC single equal branch with oval access door ISI marked insertion rubber washer 3mm thick boalts and nuts complete including fixing with approved adhesive complete
141110mm dia
14275mm dia
143Proving and fixing PVC door bend with oval access door insertion rubber washer 3mm thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete
144110mm dia
14575mm dia
146Providing and fixing PVC collars ISI marked including fixingwith approved adhesive etc. complete
147110mm dia
14875mm dia
149Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete
150110mm dia
15175mm dia
152Providing and fixing chromium plated brass soap dish with C.P. brass brackets fixd to wooden cleats with C.P. Brass screws complete including carriage of material with all leads and lifts.
153Providing and fixing C.P. Brass towel rail of size 600mmx20mm complete with C.P. Brass brackets fixed to wooden plugs with CP brass screws complete including carriage of material with all leads and lifts.
154Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
155110mm dia
15675mm dia
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