Construction , Of Bihar Rural Road Development Agency Building At Patna ( Civil/ Water Supply And Sanitary/ Electrical And Other Work Etc . )
Tender Value
7.17 Crore
Estimated cost
Bid Submission
02 Sep 2019
0 days left
EMD
14.34 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Danapur → Bihar
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction , Of Bihar Rural Road Development Agency Building At Patna ( Civil/ Water Supply And Sanitary/ Electrical And Other Work Etc . )
BOQ
| Name of Work: Construction of Proposed Bihar Rural Road Development Agency Building (G+2) at, Patna | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). | |||
| 2 | 2 | 450 mm dia Pile | 224 | Metre | |
| 3 | 3 | 500 mm dia Pile | 720 | Metre | |
| 4 | 4 | 600 mm dia Pile | 1232 | Metre | |
| 5 | 5 | Extra over item No. 23.3 for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid). | |||
| 6 | 6 | 450 mm dia Pile | 28 | Each | |
| 7 | 7 | 500 mm dia Pile | 244 | Each | |
| 8 | 8 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. | |||
| 9 | 9 | Single pile upto 50 tonne capacity | |||
| 10 | 10 | Initial test | 5 | per test | |
| 11 | 11 | Routine test | 5 | per test | |
| 12 | 12 | Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material withing 50 metres lead | |||
| 13 | 13 | Earth Work | |||
| 14 | 14 | Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m; disposal earth to be levelled and neatly dressed. | |||
| 15 | 15 | All kinds of soil (471.08 + 28.88 =499.96 ) | 499.96 | cum | |
| 16 | 16 | Extra for every additional lift of 1.5m or part thereof in: | |||
| 17 | 17 | All kinds of soil | 28.88 | cum | |
| 18 | 18 | Close timbering over areas including strutting, shoring and packing, cavities (wherever required) etc. complete. (Measurement to be taken of the face area timbered): | |||
| 19 | 19 | Depth exceeding 1.5m but not exceeding 3m. | 28.88 | cum | |
| 20 | 20 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead | 192.79 | cum | |
| 21 | 21 | Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. (1006.16 + 2.068 =1008.22 ) | 1008.22 | cum | |
| 22 | 22 | Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. (1890.65 + 13.75 =1904.40 ) | 1904.4 | sqm | |
| 23 | 23 | Concrete Work | |||
| 24 | 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. | |||
| 25 | 25 | 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 2.06 | cum | |
| 26 | 26 | 1:4: 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 55.92 | cum | |
| 27 | 27 | 1:3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 130.27 | cum | |
| 28 | 28 | 1:5:10(1 Cement :5 coarse sand:10 graded stone aggregate 40 mm cum nominal size) | 19.3 | cum | |
| 29 | 29 | Reinforced Cement Concrete Works | |||
| 30 | 30 | Centring and shuttering including strutting, propping etc. and removal of form for: | |||
| 31 | 31 | Foundations, footings, bases of columns, etc., for mass concrete. | 250.71 | sqm | |
| 32 | 32 | Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc | 69.3 | sqm | |
| 33 | 33 | Suspended floors, roofs, landings, balconies and access platform | 2482.29 | sqm | |
| 34 | 34 | Shelves (Cost in situ) | 121.13 | sqm | |
| 35 | 35 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. (3050.26 + 1.30 =3051.56 ) | 3051.56 | sqm | |
| 36 | 36 | Columns, Pillars, Piers, Abutments, Post and struts | 1260.41 | sqm | |
| 37 | 37 | Stairs, (excluding landings) except spiral staircases. | 206.6 | sqm | |
| 38 | 38 | Edges of slabs and breaks in floors and walls : | |||
| 39 | 39 | Under 20 cm wide | 750.5 | Metre | |
| 40 | 40 | Wheather shade, Chajja, corbels etc., including edges. | 86.14 | sqm | |
| 41 | 41 | Extra for additional height in centring, shuttering wherever required with adequate bracing, propping etc. including cost of de-shutering and de centring at all levels over a height of 3.5 m ,for every additional height of 1 metre or part thereof (Plan area to be measured) | |||
| 42 | 42 | Suspended floors, roots, laning, beams and balconies (Plan area to be measured) | 2218.23 | sqm | |
| 43 | 43 | Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete. | |||
| 44 | 44 | Thermo-Mechanically Treated bars | |||
| 45 | 45 | TMT-500- 8mm dia .(75159.00 + 90.00 =75249.00 ) | 75249 | kg | |
| 46 | 46 | TMT-500-10 mm dia. .(25053.00 + 75.00 =25128.00 ) | 25128 | kg | |
| 47 | 47 | TMT-500-12 mm dia. .(50106.00 + 35.00 =50141.00 ) | 50141 | kg | |
| 48 | 48 | TMT -500-16 mm dia. | 25052 | kg | |
| 49 | 49 | TMT -500-20 mm dia. | 37580 | kg | |
| 50 | 50 | TMT -500-20 mm dia. | 37580 | kg | |
| 51 | 51 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength andadmixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. | |||
| 52 | 52 | All work upto plinth level | 265.41 | cum | |
| 53 | 53 | All work from plinth level upto floor V level. | 953.75 | cum | |
| 54 | 54 | Add or deduct for providing richer or leaner mixes respectively at all floor levels | |||
| 55 | 55 | Providing M-30 grade concrete by using 340kg /m3 of Cement per cum of concrete instead of M-25 grade B.M.C./RMC | 142.33 | cum | |
| 56 | 56 | Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size). | 2.16 | cum | |
| 57 | 57 | Brick Work | |||
| 58 | 58 | Brick work with bricks with fly ash bricks as per IS 12894(2002) & 3495 in foundation and plinth in : | |||
| 59 | 59 | cement mortar 1:4 (1 cement : 4 coarse sand). (577.84. +. 9.13. =.586.97 ) | 586.97 | cum | |
| 60 | 60 | cement mortar 1:6 (1 cement : 6 coarse sand) | 113.88 | cum | |
| 61 | 61 | Extra for Brick work in superstructure above plinth level upto floor V level | 723.82 | cum | |
| 62 | 62 | Marble work | |||
| 63 | 63 | Providing 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 : 4coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and polishing to edges to give high loss finish etc. complete at all levels. | |||
| 64 | 64 | Granite of any colour and shade | |||
| 65 | 65 | Area of slab over 0.50 sqm | 1441.48 | sqm | |
| 66 | 66 | Providing edge moulding to 18 mm thick marble stone counters, vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. | |||
| 67 | 67 | Granite work | 417.56 | mtr | |
| 68 | 68 | Extra for providing opening of required size & shape for wash basins/kitchen sink in kitchen platform. Vanity counters and similar location in marble/granite/stone work including necessary holes for pillar taps etc. including rubbing,moulding and polishing of cut edges etc. complete. | 36 | each | |
| 69 | 69 | Wood Work | |||
| 70 | 70 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. | |||
| 71 | 71 | 35 mm thick including stainless steel butt hinges with necessary screws | 123.8 | sqm | |
| 72 | 72 | Extra for providing lipping with 2nd class wood battens 25 mm minimum depth on all edges of shutters (Over all area of door shutter to be measured). | 123.8 | Sqm | |
| 73 | 73 | Providing and fixing aluminium sliding door bolt anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc. | |||
| 74 | 74 | 300 x 16 mm | 50 | each | |
| 75 | 75 | 250 x 16 mm | 29 | each | |
| 76 | 76 | Providing and fixing aluminium sliding tower bolt anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with nuts and screws etc. | |||
| 77 | 77 | 300 x 10 mm | 65 | each | |
| 78 | 78 | 250 x 10 mm | 29 | each | |
| 79 | 79 | Providing and fixing aluminium handles anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete : | |||
| 80 | 80 | 125 mm | 188 | each | |
| 81 | 81 | Providing and fixing aluminium hanging floor door stopper anodized (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete. | |||
| 82 | 82 | Twin rubber stopper | 65 | each | |
| 83 | 83 | Providing 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. | 59 | each | |
| 84 | 84 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubbergasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin-Charge. | 91.35 | mtr | |
| 85 | 85 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm | |||
| 86 | 86 | wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm 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, manufacturer’s specification & drawing. | |||
| 87 | 87 | 30 mm thick pre laminated PVC door shutters | 45.68 | sqm | |
| 88 | 88 | Providing and fixing factry made upvc white colour sliding glazed window upto 1.50m height diammension comprising of upvc multi-chammbered frame with in- built roller track and sash extrued profile duly rainforced with 1.60±0.2 mm thik galvanized mild steel section made roll froming proscess of required length (shape & size according to upvc profile ),appropratiate dimiension of upvc extruted glazing beads and uopvc extruted interlocks ,EPDM gaskit ,wool pile, zink alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capcity to be 40 kg ), GI fasnters 100x8mm size of fixing frame to finished wall and necessary stainless steel screws etc. profile & frame &sash shall be mitered cut and fusion welded at all corners, including driling of holes for fixing hardwares and dranege of water etc. After fixing frame the gap beetween frame and adjacent finicsed shall be filled with weather proff silicon sealent over backer rod of required size & of approved quality , all complete as per approveed drawing and direction of engineer-in-charge(single/Double glass panes, wire mesh and silicon sealant shall be paid separately)\nNote:- For UPVC frame and sash extruded profile minus 5% tolerance in dimension i.e. indepth & width of profile shall be acceptable. | |||
| 89 | 89 | Two track Two pannels sliding window made of (small series ) frame 52 X 44 mm & sash 32 X 60 mm both having wall thickness of 1.9±0.2mm and single glazing bed of appropraiate dimension .(Area of window upto 1.7sqm) | 210.38 | sqm | |
| 90 | 90 | Providing and fixing factry made upvc white colour sliding glazed window upto 1.50m height diammension comprising of upvc multi-chammbered frame with in- built roller track and sash extrued profile duly rainforced with 1.60±0.2 mm thik galvanized mild steel section made roll froming proscess of required length (shape & size according to upvc profile ),appropratiate dimiension of upvc extruted glazing beads and uopvc extruted interlocks and upvc extruded lnline sash adaptor (if required ),EPDM gaskit ,wool pile, zink alloy (white powder coated)handle on one side of extreme panel along with zink plated mild steel multi point locking having transmission gear with keeps,zink alloy (white powder coated ) touch lock with hook (if reqired for wire mesh panel), stainess steel (SS 304 capacity to be 120kg), G I fasteners 100x8mm size for fixing finished wall and necessary stainees steel screws etc. all corners, including drilling of holes for fixing hardwares and drainage of water etc. after fixing frame the gap beetween frame and adjacent finished wall shall be filled with weather proof silicon sealent over backerrod of required size and of approved quailty, all complete as per aproved drowing &direction of engineer-in-charge.(single/dubble glass panes, wire mesh and silicon sealant shall be paid separatelty) \nNOTE- for upvc frame and sash extruded profile minus 5% tolerance in diamension i.e. in depth & width of profile shall be acceptable | |||
| 91 | 91 | Two track two panales siliding window made of (big series ) frame 67x50mm &sash 46x62mm both having wall thiness of 2.3 ±0.2mm and single glazing bead /double glazing bead of appropriate dimiension. ( Area of window above 2.50 sqm upto 4.00sqm) | 21.06 | sqm | |
| 92 | 92 | providing and fixing galzing in aluminium door ,window ,ventilator shutter and partition etc. with EPDM rubber /neoprene gaskit etc. complate as per thr architectural drowing and the directions of engineer-in-charge. ( cost of aluminium snap beading shall be paid in basic item ): | |||
| 93 | 93 | with float glass panes of 5.50 mm thikness | 208.29 | sqm | |
| 94 | 94 | filling the gap in between aluminium frame & adjacent RCC/Brick/stone work by providing weather silicon sealant over backer rod of approved quailty as per architectrul drowing and direction of engineer-in-charge complete. | |||
| 95 | 95 | upto 5mm depth and 5mm width | 642.6 | mtr | |
| 96 | 96 | Steel Work | |||
| 97 | 97 | Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs 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 providing and fixing of glass panes with glazing clips and special metal-sash putty of approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. | 13.49 | sqm | |
| 98 | 98 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer. | 6.62 | sqm | |
| 99 | 99 | Providing and fixing in position collapsible steel shutters with vertical channes 20x10x2 mm and braced with flat iron diagonals 20x5 mm size with top and bottom rail of T-tron 40x40x6 mm with 40 mm dia steel pulleys complete with bots.nuts locking arrangement stoppers handies including applying a priming coat of approved steel primer. | 15 | sqm | |
| 100 | 100 | Providing and fixing pressed steel door frame confirming IS code 351 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 50 x 25 mm 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 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-Charge. | |||
| 101 | 101 | Profile C | 357.9 | Metre | |
| 102 | 102 | Providing and fixing M.S. fan clamp type 1 of 16 mm M.S. bar bent to shape with hooked ends in RCC slabs during laying including painting the exposed portion of loop, all as per standard design complete. | 150 | each | |
| 103 | 103 | Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, Ventilators and comosite units. | |||
| 104 | 104 | Steel windows | 13.49 | sqm | |
| 105 | 105 | Providing 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.). | 1500.12 | kg | |
| 106 | 106 | Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. | |||
| 107 | 107 | fixed to steel windows by welding | 4898.45 | kg. | |
| 108 | 108 | Flooring Works | |||
| 109 | 109 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) 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 Motar 1:3 (1cement : 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | 739.12 | sqm | |
| 110 | 110 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete | 153.6 | Sqm | |
| 111 | 111 | Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete. | |||
| 112 | 112 | Size of Tile 100x100 cm | 1573.88 | sqm | |
| 113 | 113 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete | |||
| 114 | 114 | Size of Tile 100x100 cm | 118.17 | Sqm | |
| 115 | 115 | Chequerred precast cement concrete tiles 22 mm thick with marbie chips of size 6 mm in footpath & coutyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning tec. Complete on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) | |||
| 116 | 116 | Medium shade using 50% white cement 50% grey cement | 20 | sqm | |
| 117 | 117 | Plaster & Finishing Works | |||
| 118 | 118 | 12 mm cement plaster of mix | |||
| 119 | 119 | 1:6 (1 cement : 6 coarse sand) | 5799.96 | sqm | |
| 120 | 120 | 20 mm cement plaster of mix | |||
| 121 | 121 | 1:4 (1 cement : 4 coarse sand) | 2609.07 | sqm | |
| 122 | 122 | 6 mm cement plaster to ceiling of mix. | |||
| 123 | 123 | 1:4 (1 cement : 4 coarse sand) | 2610.96 | sqm | |
| 124 | 124 | 15 mm cement plaster on rough side of single or half brick wall of mix. | |||
| 125 | 125 | 1:4(1 cement: 4 coarse sand ) | 4.8 | sqm | |
| 126 | 126 | 15 mm cement plaster 1:3 (1 cement: 3 coarse sand ) finished with a floating coat of neat cement on the rough side of single or half brick wall. (163.70 + 49.40 = 213.10 ) | 213.1 | sqm | |
| 127 | 127 | Extra for providing and mixing water proofing material in proportion recommended by the manufacturers | |||
| 128 | 128 | 20 mm cement plaster 1:4(1 cement: 4 sand) | 2609.07 | sqm | |
| 129 | 129 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge | 1454.6 | sqm | |
| 130 | 130 | Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications | |||
| 131 | 131 | Two or more coats on new work | 8410.92 | sqm | |
| 132 | 132 | Applying one coat of distemper primer of approved brand and manufacture on wall surface: | |||
| 133 | 133 | Cement Primer | 11020 | Sqm | |
| 134 | 134 | Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | 11020 | sqm | |
| 135 | 135 | Applying priming coat: | |||
| 136 | 136 | With ready mixed red oxide zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel works | 244.92 | sqm | |
| 137 | 137 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shed. | |||
| 138 | 138 | Two or more coats on new work | 391.12 | sqm | |
| 139 | 139 | Finishing walls with Acrylic Smooth exterior paint of required shade | |||
| 140 | 140 | 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) | 1304.54 | sqm | |
| 141 | 141 | Finishing walls with textured exterior paint of required shade | |||
| 142 | 142 | New work (Two or more coat applied @ 3.28 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) | 1304.54 | sqm | |
| 143 | 143 | Water Proofing Treatment Works : | |||
| 144 | 144 | Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed protions of W.C. kitchen and the like consisting of : | |||
| 145 | 145 | 1st course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. | |||
| 146 | 146 | IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. | |||
| 147 | 147 | IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area. | |||
| 148 | 148 | IVth course of 400 micron thick PVC sheet (overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm | 102.33 | Sqm | |
| 149 | 149 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @0.40 litre/ sqm by the same membrane manufactured of density at 25° C, 0.87 - 0.89 kg/ litre and viscocity 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 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. 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 authorised applicator of the manufacturer of membrane. | |||
| 150 | 150 | 3 mm thick | 976.5 | Sqm | |
| 151 | 151 | Brick work with bricks of class designation 100A in foundations and plinth in | |||
| 152 | 152 | Cement mortar 1 .:4 (1 cement: 4 coarse sand ) | 73.24 | cum | |
| 153 | 153 | Extra for Brick work in superstructure above plinth level upto floor V cum | 73.24 | cum | |
| 154 | 154 | Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level. | |||
| 155 | 155 | 1:1.5:3(1 Cement :1.5 coarse sand:3 graded stone aggregate 20 mm cum nominal size) | 48.82 | cum | |
| 156 | 156 | Precast terrazo tiles 22 mm thick with marble chips of sizes upto 12 mm laid in floors and landings jointed with neat cement slurry mixed with pigement to match the shade of the tiles; including rubbing and polishing complete with precast tiles on 20 mm thick bed of cement mortar 1:4(1 cement:4 coarse snad) | |||
| 157 | 157 | Medium shade using 50% white cement and 50% ordinary cement | 976.5 | sqm | |
| 158 | 158 | Miscellaneous Works : | |||
| 159 | 159 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions | |||
| 160 | 160 | and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre- engineered self-centering arrangement that freely rotates / moves in all directions. The Self – centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in-Charge .(Material shall confirm to ASTM 6063) | |||
| 161 | 161 | Floor Joint of 150 mm gap. | 50.4 | Metre | |
| 162 | 162 | Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221-02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063). | |||
| 163 | 163 | Wall Joint of 150 mm gap | 70.4 | Metre | |
| 164 | 164 | Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-In-Charge. The joints shall be of extruded aluminum base members with, self aligning and self centering arragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate | |||
| 165 | 165 | various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s preengineered self-centering arrangement that freely rotates / moves in all directions.The Self centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. Material shall confirm to ASTM 6063. | |||
| 166 | 166 | Roof Joint of 150 mm gap. | 16 | Metre | |
| 167 | 167 | Supplying chemical emulsion in sealed containers including delivery as specified. | |||
| 168 | 168 | Chlorpyriphos / Lindone emulsifiable concentrate of 20% | 280.51 | Litre | |
| 169 | 169 | Diluting and injecting chemical emulsion for POSTCONSTRUCTIONAL anti-termites' treatrnent(including the cost of chemical emulsion) | |||
| 170 | 170 | Along external wall where the apron is not provided using chemical imulsion @ 7.5 liters / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: | |||
| 171 | 171 | With chlorpyriphos/Lindone E.C. 20% with 1% concentration | 151.6 | Metre | |
| 172 | 172 | Along the external wall below concrete or masonry apron using chemical emulsion @ 2.55 litres per linear metre including drilling and plugging holes etc. | |||
| 173 | 173 | With chlorpyriphos E.C. 20% with 1% concentration | 151.6 | Metre | |
| 174 | 174 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling and plugging 12 mm diameter holes with cement mortar 1:2 (1 cement: 2 coarse sand) to match the existing floor | |||
| 175 | 175 | With chlorpyriphos E.C. 20% with 1% concentration | 976.5 | sqm | |
| 176 | 176 | Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation 100-A flat soling in proper grade and slope at the base.the drain duly.plastered in CM. (1:3) with punning over exposed surface all complete as per building specification and direction of E/l, | 160.3 | Metre | |
| 177 | 177 | Carriage of Materials | |||
| 178 | 178 | Bricks (lead - 1 km kutcha + 7 km pucca). (498620.00 + 4642.00 = 503262.00 ) | 503.26 | Per 1000\nNos. | |
| 179 | 179 | Coarse Sand (Lead - 45 Km) (1404.10 + 5.00 = 1409.10 ) | 1409.1 | cum | |
| 180 | 180 | Stone Chips (Lead - 110 km) (1747.13 + 3.52 = 1750.65 ) | 1750.65 | cum | |
| 181 | 181 | Local sand ( Lead - 1 km kutcha + 2 km pucca) (1038.44 + 2.27 = 1040.71) | 1040.71 | cum | |
| 182 | 182 | Cement (Lead - 5 Km). (1315.34 + 2.87 = 1318.21 ) | 1318.21 | M.T. | |
| 183 | 183 | Steel (Lead - 5 Km) (250.53 + 0.20 = 250.73 ) | 250.73 | M.T. | |
| 184 | 184 | Sanitary Fixture | |||
| 185 | 185 | Providing and fixing white vitreous china water closet squatting pan (Indian type WC pan) with 100mm sand cast Iron P or S Trap, 10 litre low level PVC flushing cistern (of approved make) with fittings CI/MS brackets, 32 mm diameter flush pipe with fittings and clamps, over flow arrangement with specials and mosquito proof coupling of approved municipal design including painting of fittings and brackets, cutting and making good the walls and floors wherever required. | |||
| 186 | 186 | White vitreous china Orissa pattern WC pan of size 580 x 440mm with intergal type foot rests. | 11 | each | |
| 187 | 187 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required | |||
| 188 | 188 | W.C. pan with ISI marked white solid plastic seat and lid | 14 | each | |
| 189 | 189 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting,of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | 10 | each | |
| 190 | 190 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : | |||
| 191 | 191 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | 17 | each | |
| 192 | 192 | Providing and fixing white vitreous china wash basin with C.I. / M.S. 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 required. | |||
| 193 | 193 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | 38 | each | |
| 194 | 194 | Providing and fixing PTMT Bottle Trap for Wash basin and sink. | |||
| 195 | 195 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms | 55 | each | |
| 196 | 196 | Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers comelete. | 38 | each | |
| 197 | 197 | Providing and fixing toilet paper holder: | |||
| 198 | 198 | C P brass | 10 | Each | |
| 199 | 199 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. | |||
| 200 | 200 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not 170 gms. | 38 | each | |
| 201 | 201 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms. | 38 | each | |
| 202 | 202 | Providing and fixing soil, waste and vent pipes. | |||
| 203 | 203 | 100 mm dia | |||
| 204 | 204 | Centrifugally cast (spun) iron S&S pipe. (1.75 m long) | 200 | merter | |
| 205 | 205 | Providing and fixing M.S. holder bat clamps of approved design to sand cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10 x 10 x 10 cm of 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) including cost of cutting holes and making good the walls etc. | |||
| 206 | 206 | For 100mm dia pipe | 35 | each | |
| 207 | 207 | Providing and fixing plain bend of required degree. | |||
| 208 | 208 | 100 mm | |||
| 209 | 209 | Centrifugally cast (spun) iron S & S | 35 | each | |
| 210 | 210 | Providing and fixing single equal plain junction of required degree with acesses door, insersion rubber washer 3mm thick, bolts and nuts complete. | |||
| 211 | 211 | 100 x 100 x 100 mm | |||
| 212 | 212 | Centrifugally cast (spun) iron S & S | 35 | each | |
| 213 | 213 | Providing and fixing terminal guard. | |||
| 214 | 214 | 100 mm | |||
| 215 | 215 | Centrifugally cast (spun) iron S & S | 35 | each | |
| 216 | 216 | Providing and fixing collar | |||
| 217 | 217 | 100 mm | |||
| 218 | 218 | Centrifugally cast (spun) iron S & S | 35 | each | |
| 219 | 219 | Providing lead caulked joints to sand cast iron / centrifugallly cast (spun) iron pipes and fittings of diametre: | |||
| 220 | 220 | 100 mm | 35 | each | |
| 221 | 221 | Providing and fixing M.S stays and clamps for sand cast iron/centrifugally cast (spun) iron pipes of diametre. | |||
| 222 | 222 | 100 mm | 35 | each | |
| 223 | 223 | Providing and fixing sand cast iron trap of self cleansing design with sand cast iron screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors. | |||
| 224 | 224 | 100mm inlet and 100mm outlet | |||
| 225 | 225 | Sand cast iron S&S as per IS: 3989 | 35 | each | |
| 226 | 226 | Painting sand cast iron/centrifugally cast (spun) iron soil waste vent pipes and fittings with paint of any colour such as chocolate gray or buff etc. over a coat of primer (of approved quality) for new work. | |||
| 227 | 227 | 100 mm | 200 | merter | |
| 228 | 228 | Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. | |||
| 229 | 229 | 75 mm diameter | 150 | Metre | |
| 230 | 230 | 110 mm diameter | 300 | Metre | |
| 231 | 231 | Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for therma expansion.(SW) | |||
| 232 | 232 | Coupler | |||
| 233 | 233 | 75 mm | 30 | Each | |
| 234 | 234 | 110mm | 50 | Each | |
| 235 | 235 | Single tee with door | |||
| 236 | 236 | 75x75x75mm | 30 | Each | |
| 237 | 237 | 110x110x110mm | 50 | Each | |
| 238 | 238 | Bend | |||
| 239 | 239 | 75mm | 30 | Each | |
| 240 | 240 | 110mm | 50 | Each | |
| 241 | 241 | Providing and fixing unplasticised -PVC pipe clip of approved design to\nunplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete | |||
| 242 | 242 | 75 mm diameter | 150 | Each | |
| 243 | 243 | 110 mm diameter | 300 | Each | |
| 244 | 244 | Internal Water Supply | |||
| 245 | 245 | Providing and fixing G.I. pipe complete with G.I. fittings and clamps, including, cutting and making good the walls etc. (internal work) | |||
| 246 | 246 | Exposed on walls | |||
| 247 | 247 | 15 mm dia nominal bore | 25 | metre | |
| 248 | 248 | 20mm dia nominal bore | 30 | metre | |
| 249 | 249 | 25mm dia nominal bore | 50 | metre | |
| 250 | 250 | 32mm dia nominal bore | 175 | metre | |
| 251 | 251 | 40 mm dia nominal bore | 200 | metre | |
| 252 | 252 | Painting of exposed pipes with two or more coats of synthetic enamel paint of approved quality over a coat of red oxide zinc cromate primer including painting of legends in English with direction arrows. | |||
| 253 | 253 | 15 mm dia nominal bore | 25 | metre | |
| 254 | 254 | 20mm dia nominal bore | 30 | metre | |
| 255 | 255 | 25mm dia nominal bore | 50 | metre | |
| 256 | 256 | 32mm dia nominal bore | 75 | metre | |
| 257 | 257 | 40 mm dia nominal bore | 100 | metre | |
| 258 | 258 | Providing 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. | |||
| 259 | 259 | Concealed work including cutting chases and making good the walls etc. | |||
| 260 | 260 | 15mm nominal outer dia pipes | 300 | metre | |
| 261 | 261 | 20mm nominal outer dia pipes | 250 | metre | |
| 262 | 262 | Providing and fixing brass stop cock of approved quality : | |||
| 263 | 263 | 15 mm dia | 30 | each | |
| 264 | 264 | 20 mm dia | 40 | each | |
| 265 | 265 | Making connection of G.I distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete. | |||
| 266 | 266 | 25 to 40mm nominal bore | 30 | Each | |
| 267 | 267 | 50 to 80mm nominal bore | 40 | Each | |
| 268 | 268 | Providing and fixing gun metal gate valve with C.I wheel of approved quality (screwed end). | |||
| 269 | 269 | 25 mm nominal bore | 10 | Each | |
| 270 | 270 | 32 mm nominal bore | 15 | Each | |
| 271 | 271 | 40 mm nominal bore | 10 | Each | |
| 272 | 272 | Providing and fixing gun metal non-return valve of approved quality (screwed end). | |||
| 273 | 273 | 32 mm nominal bore | |||
| 274 | 274 | Vertical | 2 | Each | |
| 275 | 275 | Providing and fixing uplasticised PVC connection pipe with brass ions : | |||
| 276 | 276 | 45 cm length | |||
| 277 | 277 | 15 mm nominal bore | 90 | Each | |
| 278 | 278 | Providing and placing on terrace (at all floor levels) polythylene water storage ISI : 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. | 6000 | Litre | |
| 279 | 279 | Providing and fixing PTMT grating of approved quality and colour. | |||
| 280 | 280 | Rectangular type with openable circular lid. | |||
| 281 | 281 | 150mm nominal size square 100mm diameter of the inner hinged round grating. | 100 | Each | |
| 282 | 282 | Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy aluminium rod with L.P / H.P.H.D plastic ball. | |||
| 283 | 283 | 40mm nominal bore, 206mm long. Weighing not less than 690 gms | 1 | Each | |
| 284 | 284 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : | |||
| 285 | 285 | 15 mm nominal bore | 35 | each | |
| 286 | 286 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. | |||
| 287 | 287 | 15 mm nominal bore | 30 | each | |
| 288 | 288 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. | |||
| 289 | 289 | 15 mm nominal bore | 30 | each | |
| 290 | 290 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS : 8931 | |||
| 291 | 291 | 15 mm nominal bore | 90 | each | |
| 292 | 292 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | 10 | each | |
| 293 | 293 | Providing and fixing PTMT soap Dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms. | 38 | each | |
| 294 | 294 | Sewerage & Drainage System | |||
| 295 | 295 | Excavating trenches of required width for pipes, cables etc. Including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5M including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering, etc.And disposing of surplus excavated soil as directed within a lead of 50 m Hard/dense soil. | |||
| 296 | 296 | Ordinary rock : | |||
| 297 | 297 | Pipes, cables etc, exceeding 80mm dia but not exceeding 300 mm dia | 350 | Metre | |
| 298 | 299 | Providing, laying Non pressure NP2 class (light duty) RCC Pipes with collars jointed with stiff mixture of cement mortar in the propoertion of 1:2 (1 cement : 2 fine sand) including testing and jointing etc complete. | |||
| 299 | 300 | 150mm dia RCC pipe | 350 | Metre | |
| 300 | 301 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and\nmaking channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : | |||
| 301 | 302 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : | |||
| 302 | 303 | With F.P.S. bricks (For Storm water) | 35 | each | |
| 303 | 304 | With F.P.S. bricks (For Sewer) | 40 | each | |
| 304 | 305 | Extra for depth for manholes | |||
| 305 | 306 | Size 90 x 80 cm | |||
| 306 | 307 | F.P.S. bricks (For Storm water) | 10 | Metre | |
| 307 | 308 | F.P.S. bricks (For Sewer) | 12 | Metre | |
| 308 | 309 | Tube Well | |||
| 309 | 310 | Boring /drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS : 2800 (part I), including collecting samples form different strata, preparing and submitting strata chart / bore log, including hire & running Charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-Charge, upto 90 metre depth below ground level, all type of soil. | |||
| 310 | 311 | 300 mm dia | 70 | metre | |
| 311 | 312 | Boring / drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS : 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart / bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer - in-Charge, beyond 90 metre & upto 150 metre depth below ground level. | |||
| 312 | 313 | 300 mm dia | 40 | metre | |
| 313 | 314 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. | |||
| 314 | 315 | 150mm nominal size dia | 20 | metre | |
| 315 | 316 | 100mm nominal size | 70 | metre | |
| 316 | 317 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. | |||
| 317 | 318 | 100 mm nominal size dia | 20 | metre | |
| 318 | 319 | Providing and fixing suitable size threated mild steel cap or spot welded plate to the top of bore well housing / Casting pipe, removable as per requirement, all complete for borewell of : | |||
| 319 | 320 | 100 mm dia | 1 | Each | |
| 320 | 321 | Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tube well as per IS : 2800 (part I ), including necessary bots & nuts of required size complete. | |||
| 321 | 322 | 150 mm clamp | 1 | Each | |
| 322 | 323 | Providing and fixing Ball plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800 (Part I) | |||
| 323 | 324 | 100 mm dia | 1 | Each | |
| 324 | 325 | Gravel packing in tubewell construction in accordance with IS : 4097, including providing gravel fine / medium / coarse , in required grading & sizes as per actual requirement , all complete as per direction of Engineer - in-Charges. | 10 | Cum | |
| 325 | 326 | Development of tube well in accordance with IS : 2800 (part I ) and IS : 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by 'V' notch method or any approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory,i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | 12 | hour | |
| 326 | 327 | Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. | |||
| 327 | 328 | EHD-35 | |||
| 328 | 329 | Circular shape 560 mm internal diameter | 2 | Each | |
| 329 | 330 | Providing 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 | |||
| 330 | 331 | With 20 mm diameter round bar | 6 | Each | |
| 331 | 332 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. | |||
| 332 | 333 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | 1 | Each | |
| 333 | 334 | Electrical Work | |||
| 334 | 335 | SUBHEAD -I POINT WIRING & SUBMAIN WIRING | |||
| 335 | 336 | Wiring for light Point/fan point/exhaust fan point/call bell point with 1.5 Sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, with modular switch, modular plate, suitable size GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc as required. | |||
| 336 | 337 | (a) Group-C | 696 | Point | |
| 337 | 338 | Wiring for twin control light Point with 1.5 Sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. | |||
| 338 | 339 | Wiring for light /power plug with 2X4Sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, alongwith 1X4sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. | 1500 | Mtrs. | |
| 339 | 340 | Wiring for light /power plug with 4X4Sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit, alongwith 2X4sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. | 1500 | Mtrs. | |
| 340 | 341 | Supplying and fixing of metal box of GI box with modular plate and cover in front on surface or in recess , including providing and fixing of 3 pin 5/6 amps modular socket outlet and 5/6 amps. modular switch, connections, etc. as required. | 94 | Each | |
| 341 | 342 | Supplying and fixing of metal box of GI box with modular plate and cover in front on surface or in recess , including providing and fixing of 6 pin 15/16 & 5/6 amps modular socket outlet and 15/16 amps. modular switch, connections, etc. as required. | 60 | Each | |
| 342 | 343 | Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. | |||
| 343 | 344 | Supplying and fixing modular blanking plate on the existing modular plate switch box including connections but excluding modular plate etc. as required | 30 | Each | |
| 344 | 345 | Wiring for submain wiring/circuit wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required. | |||
| 345 | 346 | 2 x 1.5 Sqmm + 1 x 1.5 Sq mm earth wire | 750 | Metre | |
| 346 | 347 | 2 x 2.5 Sqmm + 1 x 2.5 Sq mm earth wire | 70 | Metre | |
| 347 | 348 | 2 x 4 Sq. mm + 1 x 4 Sq. mm earth wire. | 150 | Metre | |
| 348 | 349 | 2 x 6 Sq. mm + 1 x 6 Sq. mm earth wire. | 300 | Metre | |
| 349 | 350 | 2 x 10 Sq. mm + 1 x 10 Sq. mm earth wire. | 150 | Metre | |
| 350 | 351 | 4 x 10 Sq. mm + 1 x 10 Sq. mm earth wire. | 200 | Metre | |
| 351 | 352 | 4 x 16 Sq. mm + 1 x 16 Sq. mm earth wire. | 150 | Metre | |
| 352 | 353 | Supply and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel / PVC conduit or raceway as required. | |||
| 353 | 354 | 3 x 2.5 sqmm (in Raceway fixing with PVC clips not more than 0.5mtr) | 50 | Metre | |
| 354 | 355 | 3 x 4 sqmm (in Raceway fixing with PVC clips not more than 0.5mtr) | 50 | Metre | |
| 355 | 356 | Supplying and fixing of following sizes of PVC conduit along with the accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required. | |||
| 356 | 357 | 25 mm | 70 | Metre | |
| 357 | 358 | SUBHEAD - II DISTRIBUTION BOARDS | |||
| 358 | 359 | Supplying and fixing following way prewired SP&N MCB distribution board of steel sheet for 240 volts on surface/ recess complete with loose wire box, terminal connectors for all incoming and outgoing circuits, duly prewired with suitable size FR PVC insulated copper conductor up to terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator) | |||
| 359 | 360 | 2+4way / 6way, Double door | 1 | Each | |
| 360 | 361 | 2+8way / 10way, Double door | 2 | Each | |
| 361 | 362 | 2+12 / 14way, Double door | 3 | Each | |
| 362 | 363 | Supplying and fixing following way prewired TP&N MCB distribution board of steel sheet for 415 volts on surface/ recess complete with loose wire box, terminal connectors for all incoming and outgoing circuits, duly prewired with suitable size FR PVC insulated copper conductor up to terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnections, powder painted including earthing etc. as required.(But without MCB/ RCCB/ Isolator) | |||
| 363 | 364 | 4 way (4+12), Double door | 2 | Each | |
| 364 | 365 | 6 way (4+18), Double door | 8 | Each | |
| 365 | 366 | 8 way (4+24), Double door | 3 | Each | |
| 366 | 367 | 12 way (8+36), Double door | 1 | Each | |
| 367 | 368 | Supplying and fixing 5 amps to 32 amps rating , 240 volts 'C' series , miniature circuit breaker suitable for lighting and other loads of following poles in the existing MCB DB complete with connections , testing and commissioning etc. as required. | |||
| 368 | 369 | Single Pole, 6/10/16/20/32 Amps | 360 | Nos | |
| 369 | 370 | Supplying and fixing following rating, four pole, 415V isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. | |||
| 370 | 371 | 40 Amps | 12 | Each | |
| 371 | 372 | 63 Amps | 10 | Each | |
| 372 | 373 | Supplying and fixing following rating, double pole (single phase and neutral), 240V RCCB having s sensitivity current upto 300ma in the existing MCB DB complete with connections, testing and commissioning etc. as required. | |||
| 373 | 374 | 25 Amps | 36 | Each | |
| 374 | 375 | 40 Amps | 33 | Each | |
| 375 | 376 | SUB-HEAD III TELEPHONE CONDUTING AND WIRING | |||
| 376 | 377 | Supply and fixing following modular switch/socket on the existing modular plate and cover plate & switch box including connections but excluding modular plate etc. as required. | |||
| 377 | 378 | Telephone socket outlet. (RJ - 11) | 45 | Each | |
| 378 | 379 | Supplying and fixing following size/modules, GI box along with modular base and cover plate for modular switches in recess etc as required. | |||
| 379 | 380 | 1 or 2 Module ( 75mm X 75mm ) | 45 | Each | |
| 380 | 381 | Supplying and drawing of UTP 4 pair CAT 6 cable in the existing surface / recessed steel/ PVC conduit as required. | 2400 | Meter | |
| 381 | 382 | Supplying and fixing of following sizes of medium class PVC conduit along with the accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required. ( for telephone wire) | |||
| 382 | 383 | 20 mm | 1200 | Metre | |
| 383 | 384 | 25 mm | 50 | Metre | |
| 384 | 385 | 32 mm | 80 | Metre | |
| 385 | 386 | SUB-HEAD IV DATA NETWORKING (CONDUTING & WIRING ONLY) | |||
| 386 | 387 | Supply and fixing following modular switch/socket on the existing modular plate and cover plate & switch box including connections but excluding modular plate etc. as required. | |||
| 387 | 388 | TV socket outlet | 19 | Nos. | |
| 388 | 389 | Supply and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tined copper braid and protected PVC sheath in the existinf surface/ recessed stel/pvc conduit as required. | 550 | Meter | |
| 389 | 390 | Supplying and fixing following size/modules, GI box along with modular base and cover plate for modular switches in recess etc as required. | |||
| 390 | 391 | 1 or 2 Module ( 75mm X 75mm ) | 75 | Each | |
| 391 | 392 | Supplying and fixing of following sizes of medium class PVC conduit along with the accessories in surface / recess including cutting the wall and making good the same in case of recessed conduit as required. | |||
| 392 | 393 | 25 mm | 2000 | Metre | |
| 393 | 394 | SUBHEAD V:EARTHING | |||
| 394 | 395 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and water pipe of 2.7 meter long etc. with charcoal or coke and salt as required. | 4 | Set | |
| 395 | 396 | Providing and Fixing 25mm x 5mm GI strip in 40mm size medium class G.I. Pipe from earth electrode including connection with GI nut, bolt, spring washer excavation and re- filling etc. as required. | 100 | Meter | |
| 396 | 397 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. | 200 | Meter | |
| 397 | 398 | Providing and fixing 6SGW dia GI wire on surface or in conduit for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. | 500 | Meter | |
| 398 | 399 | Earthing with GI earth pipe 4.5 Mtr long , 40 mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc with charcoal/coke & salt as required. | 4 | Nos. | |
| 399 | 400 | Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. | 100 | Meter | |
| 400 | 401 | Supplying and laying 25mm x 5 mm GI strip at 0.50 m below ground as strip earth electrocde, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I nut bolt & spring washer sapced at 50mm). | 50 | Meter | |
| 401 | 402 | Providing & Fixing 25mm x 5 mm Copper strip in 40 mm dia G.I. Pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. | 200 | Meter | |
| 402 | 403 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. | 100 | Meter | |
| 403 | 404 | Providing and laying earth connection from earth electrode with 4.0 mm dia copper wire in 15 mm dia G.I. pipe from earth electrode including connection with copper thimble excavation and re-filling as required. | 50 | Meter | |
| 404 | 405 | SUBHEAD VI: LT Cables and termination, Cable Trays. | |||
| 405 | 406 | Supply & Installing following size of perforated pre-painted M.S. cable tray with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc, as required. | |||
| 406 | 407 | 150 mm Width X 50 mm depth X 1.6 mm thickness | 400 | Meter | |
| 407 | 408 | 300 mm Width X 50 mm depth X 1.6 mm thickness | 60 | Meter | |
| 408 | 409 | Supplying and making end termination with brass double compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed/XLPE aluminium conductor cable of 1.1KV grade as required. | |||
| 409 | 410 | 2 core, 6 Sq.mm. Al. armoured | 18 | each | |
| 410 | 411 | 4 core, 10 Sq.mm. Al. armoured | 56 | each | |
| 411 | 412 | 4 core, 16 Sq.mm. Al. armoured | 4 | each | |
| 412 | 413 | 3.5 core, 25 Sq.mm. Al. armoured | 2 | each | |
| 413 | 414 | 3.5 core, 70 Sq.mm. Al. XLPE armoured. | 6 | each | |
| 414 | 415 | 3.5 core, 95 Sq.mm. Al. XLPE armoured. | 4 | each | |
| 415 | 416 | 3.5 core, 150 Sq.mm. Al. XLPE armoured. | 4 | each | |
| 416 | 417 | 3.5 core, 185 Sq.mm. Al. XLPE armoured. | 4 | each | |
| 417 | 418 | 3.5 core, 35 Sq.mm. Al. XLPE armoured. | 6 | each |
AI Tender Summary
Tender Timeline
Aug 26, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 03, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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