Housing Urban and Rular Development Government Departments Closing in 9 days TDR #56304312

Tender For Conversion Of Sp Shed To Regular Staff Quarters Including Construction Of Shortfall Staff Quarters At Jnv Banka (Bihar)

Issued by Government Departments · Banka, Bihar
Tender Value
2.67 Crore
Estimated cost
Bid Submission
17 Jul 2026
9 days left
EMD
5.34 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Banka → Bihar
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Conversion Of Sp Shed To Regular Staff Quarters Including Construction Of Shortfall Staff Quarters At Jnv Banka (Bihar)

BOQ

Name of Work:- Conversion of SP Shed to regular Staff quarters including construction of shortfall staff quarters at JNV Banka (Bihar)
Sl. No. Item Description
1Discription of work
2CONVERSION OF SP SHED TO REGULAR STAFF QUARTERS
3Earth Work
4Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge..All kinds of soil.
5Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
6Supplying and filling in plinth with sand under floors, including watering, ramming,consolidating and dressing complete.
7Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.
8Concrete Work
9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-iii) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
10Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
11Providing & applying a coat of residual petroleum bitumen of grade of Vg-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
12Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zoneiii) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
13Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
14Brick Drain along Plinth Protection (Size 250X300 MM )
15Reinforced Cement Concrete
16Centering and shuttering including strutting, propping etc. and removal of form for
17Foundations, footings, bases of columns, etc. for mass concrete.
18Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
19Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
20Columns,Pillars, Piers, Abutments, Posts and Struts.
21Edges of slabs and breaks in floors and walls Under 20 cm wide.
22Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-mechanically treated bars of grade fe-500D or more.
23Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-mechanically treated bars of grade fe-500D or more.
24Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
25Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana / ordinary portland /portland Slag cement, admixtures in recommended proportions as per iS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and Reinforcement as per direction of the engineer-in-charge; for the following gradesof concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. in case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
26All works upto plinth level
27Concrete of M25 grade with minimum cement content of 330 kg /cum
28(i) R.C.C. work in Footing
29(ii) R.C.C. work in Beam
30(iii) R.C.C. work in Columns
31All works above plinth level upto floor V level
32Concrete of M25 grade with minimum cementcontent of 330 kg /cum
33(i) R.C.C. work in Lintel
34(ii) R.C.C. work in Beam
35(iii) R.C.C. work in Columns
36(iv) R.C.C. work in Slab
37Add for using extra cement in the items of design mix over and above the specified cement content therein.
38Masonry Work
39Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. : cement mortar 1:4 (1 cement : 4 coarse sand)
40Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
41Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)
42Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
43Cladding Work
44Providing 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. complete at all levels.
45Granite stone slab colour black, Cherry/Ruby red
46Area of slab upto 0.50 sqm
47Area of slab over 0.50 sqm
48Providing edge moulding to 18mm 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.
49Granite work
50Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete.
51Extra 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. complete.
52Providing and fixing Ist quality ceramic glazed wall tiles 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. MINMUM SIZE OF TILE 300 MM X450 MM
53Wood and PVC Work
54Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) nondecorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
55Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
56Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding.
57Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc. complete.
58300 mm weighing not less than 200 gms
59250 mm weighing not less than 150 gms
60Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick
61Providing and fixing aluminium hanging floor door stopper, ISI marked, 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.Twin rubber stopper
62Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. 125 mm
63Providing & fixing Stainless steel 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 complete. (a) 250mm x 16mm .
64Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.
65200 x 10mm
66150 x 10mm
67Steel Work
68Providing 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.
69Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D, F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
70Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
71Steel 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. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
72Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes.
73Flooring
74Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
75Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
76Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm
77Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) 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 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.size of tile 600x600 mm
78Providing 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), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete.size of tile 600x600 mm
79Finishing
8015 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
8112 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
826 mm cement plaster on celling (a) 1:3(1 cement:3 fine sand)
83Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
84Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
85Applying priming coat:
86With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood
87With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.
88Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
89Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
90Water Proofing
91Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
92Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
93(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.
94(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
95(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
96(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
97(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”:
98With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
99PLUMBING ESTIMATE ( STAFF QUARTERS (TYPE-III) )
100SUB HEAD - I : SANITARY FIXTURES ( PROVIDING AND FIXING )
101Providing and fixing water closet squatting pan (Indian type W.C. pan ) 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: 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
102White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
103Providing and Fixing White Viterous China Extended wall mounting water closet of size 780 x 370 x 690 mm of approved shape including providing and fixing white viterous china cistern with dual flush fittings of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litre ) including seat cover and cistern fittings nuts bolts and gaskets etc complete .
104Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat as lid,10 litre low level white P.V.C flushing cistern 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
105Providing and fixing wash basin with C.I. brackets 15 mm dia CP brass single hole basin mixer of approved quality and make including painting of fittings and brackets cutting and making good the walls wherever required
106White Viterous china Wash basin size 550x400 mm with a 15 mm CP brass single hole basin mixer
107Providing and Fixing Stainless Steel A ISI 304 ( 18/8 ) kitchen sink as per IS : 13983 with CI Brackets and stainless steel plug 40 mm , including painting of fittings and brackets , cutting and making good the walls wherever required .
108Kitchen Sink with drain board
109510 x 1040 mm bowl depth 250 mm
110Providing and Fixing CP brass bib cock of approved quality conforming to IS : 8931
11115 mm nominal bore
112Providing and Fixing CP brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms .
11315 mm nominal bore
114Providing and Fixing CP brass angle valve for basin mixer and geyser points of approved quality conforming to IS : 8931
11515 mm nominal bore
116Providing and Fixing CP brass stop cock ( concealed ) of standard design and of approved make conforming to IS : 8931
11715 mm nominal bore
118Providing and placing on terrace ( at all floor levels ) polythylene water storage tank 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 .
119Providing & fixing of Waste pipe for Wash basins & Sinks including pvc waste fittings complete.
12032 mm dia
12140 mm dia
122Providing & fixing PTMT liquid soap container 109mm wide,125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour. weighing not less than 105 gms.
123Providing 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.
124Providing & fixing PTMT towel rail complete with brackets fixed to wooden cleats with C.P brass screws with concealed fitting arangement of approved quality and colour.
125600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gram.less
126Providing & fixing PTMT soap dish Holder having length of 138mm,breadth 102mm, height of 75mm with concealed fitting arrangements.Weighing not less than 106gms.
127Providing & fixing 600 x 450 mm beveled edge mirror of superior glass(of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with CP brass Screws and washers complete .
128Providing & fixing toilet paper holder:
129C.P.brass
130Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.
13115 mm nominal bore with 45cm length
132Providing and fixing CP brass shower rose with 15 or 20 mm inlet
133100 mm diameter
134Providing & Fixing CP brass single lever telephonic wall mixer of quality and make as approved by engineer - in - charge .
13515 mm nominal dia
136Providing and Fixing White Viterous China battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre and post flushing with water ( 250 ml and 500 ml consumption ) , having water inlet from back side , including fixing to wall with suitable brackets all as per manufacturer specification and direction of engineer - in - charge .
137Providing & fixing C.P. brass Central hole wall mounted sink Mixer with aerator connecting legs & 2 nos CP brass wall flange and 2 nos CP brass stop cock including cutting & making good the walls wherever required complete in all respect as per direction of engineer - in - charge .
138Providing and fixing C.P. brass Double coat hooks fixed in Toilet wall with C.P brass wall flanges & C.P. brass screws and other required accessories complete in all respect as per direction of engineer - in - charge .
139Providing and fixing health faucet with 1 m CP brass flexible tube and swivel hook with CP brass wall flange including cutting & making good the walls wherever required complete in all respect as per direction of engineer in charge .
140Providing and fixing vertical or horizontal storage type hot water heater electrical operated fixed to wall with anchor bolts & nuts, 15mm CP brass angle stop cock and 15mm CP brass non-return valve complete including making connections with 15mm dia CP connecting pipes on inlet and outlet, suitable length of power cable and 15 amps plug .
14115 Litre Capacity
14225 Litre Capacity
143SUB HEAD - II : INTERNAL DRAINAGE (RAINWATER, SOIL, WASTE & FITTINGS)
144Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 mx1 mx400 micron, finished 12 mm cement plaster 1:3 (1 cement:3 coarse sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete
145Providing and Fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams .
146Providing and Fixing 100 mm diameter and 60 cm long rain water spout in cement mortar 1:4 ( 1 Cement : 4 Fine Sand )
147Stone ware Spout
148Providing and Fixing 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 .
149Single Socketed Pipes
15075 mm diameter
151110 mm diameter
152Providing and Fixing on wall face Rigid Unplasticised UPVC 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 .
153Coupler
15475 mm diameter
155110 mm diameter
156Single Push Fit Coupler
15775 mm diameter
158110 mm diameter
159Single Tee with door
16075x75x75 mm
161110x110x110 mm
162Single Tee without door
16375x75x75 mm
164110x110x110 mm
165Bend 87.5 degree
16675 mm bend
167110 mm bend
168Shoe ( Plain )
16975 mm Shoe
170110 mm Shoe
171Providing and Fixing unplasticised PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs , screwed with MS screws of required length , including cutting brick work with fixing in cement mortar 1:4 ( 1 Cement : 4 Coarse Sand ) and making good the wall etc . complete
17275 mm diameter
173110 mm diameter
174Providing and Fixing Soil , Waste and Vent Pipes :
175100 mm dia
176Centrifugally cast ( spun ) iron socket and spigot ( S & S ) pipe as per IS : 3989
17775 mm dia
178Centrifugally cast ( spun ) iron socket and spigot ( S & S ) pipe as per IS : 3989
179Providing and Filling the joints with spun yarn , cement slurry and cement mortar 1 : 2 ( 1 Cement : 2 fine Sand ) in SCI / CI Pipes :
18075 mm dia Pipe
181100 mm dia Pipe
182Providing and Fixing MS 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 cement concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 graded stone aggregate 20 mm nominal sizes ) including cost of cutting holes and making good the walls etc .
183For 100 mm dia Pipe
184For 75 mm dia Pipe
185Providing and Fixing Bend of Required degree with access door , insertion rubber washers 3 mm thick , bolts and nuts complete .
186100 mm dia
187Sand Cast iron S & S as per IS : 3989
188Providing and Fixing Plain Bend of Required degree .
189100 mm dia
190Sand Cast iron S & S as per IS : 3989
191Providing and Fixing Heel Rest Sanitary Bend
192100 mm dia
193Spun Cast Iron as per IS : 3989
194Providing and Fixing Double Equal Junction of Required degree with access door , insertion rubber washer 3 mm thick , bolts and nuts complete .
195100x100x100x100 mm
196Spun Cast Iron as per IS : 3989
19775x75x75x75 mm
198Spun Cast Iron as per IS : 3989
199Providing and Fixing Single Equal Plain Junction of Required degree with access door , insertion rubber washer 3 mm thick , bolts and nuts complete .
200100x100x100 mm
201Sand Cast Iron S&S as per IS : 3989
20275x75x75 mm
203Sand Cast Iron S&S as per IS : 3989
204Providing and Fixing Single Unequal Junction of Required degree with access door , insertion rubber washer 3 mm thick , bolts and nuts complete .
205100 x 100 x 75 mm
206Sand Cast Iron S & S as per IS : 3989
207Providing and Fixing Single Unequal Plain Junction of Required degree .
208100 x 100 x 75 mm
209Sand Cast Iron S & S as per IS : 3989
210Providing and Fixing Sand Cast Iron S & S offsets as per IS : 3989
211150 mm off sets
212With 75 mm dia Pipe
213With 100 mm dia Pipe
214Providing and Fixing door piece , insertion rubber washer 3 mm thick , bolts and nuts complete .
215100 mm
216Spun Cast Iron as per IS : 3989
21775 mm
218Spun Cast Iron as per IS : 3989
219Providing and Fixing Terminal Guard :
220100 mm
221Sand Cast Iron S & S as per IS : 3989
22275 mm
223Sand Cast Iron S & S as per IS : 3989
224Providing and Fixing Collar :
225100 mm
226Sand Cast Iron S & S as per IS : 3989
22775 mm
228Sand Cast Iron S & S as per IS : 3989
229Providing Lead Caulked Joints to Sand Cast iron / centrifugally cast spun iron pipes and fittings of diameter :
230100 mm dia pipe
23175 mm dia pipe
232Providing and Fixing MS Stays and clamps for sand cast iron / centrifugally cast ( spun ) iron pipes of diameter :
233100 mm dia pipe
23475 mm dia pipe
235Providing and Fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete , including cost of cutting and making good the walls and floors .
236100 mm inlet and 100 mm outlet
237Sand Cast Iron S & S as per IS : 3989
238Painting Sand cast iron / centrifugally cast ( spun ) iron soil , waste , vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey , or buff etc . Over a coat of primer ( of approved quality ) for new work :
239100 mm diameter Pipes
24075 mm diameter Pipes
241Providing and Fixing GI Pipes complete with GI Fittings and clamps including cutting and making good the walls etc .
242Internal Work - Exposed on Wall
24332 mm dia nominal bore
24440 mm dia nominal bore
24550 mm dia nominal bore
246Painting GI Pipes and Fittings with Synthetic enamel white paint with two coats over a ready mixed priming coat , both of approved quality for new work :
24732 mm diameter pipe
24840 mm diameter pipe
24950 mm diameter pipe
250Providing and fixing multi-floor trap fitting with maximum 3 inlets 32,40 or 50 mm size fabricated from 100 dia GI pipes heavy duty and sockets,fixed to C.I. trap with Drip Seal joint and set in cement concrete as per standard drawing complete in all respect as directed by Engineer-in-charge.
251Providing & fixing 100mm x 50mm G.I. waste with reducing elbow & nipple cutting chases, the floor / slab, repairs complete as required and connection to GI / CI waste pipe complete in all respect as directed by Engineer-in-charge.
252Providing and fixing CP Brass floor cleanout plug / Clean out plug as per drawing complete with G.I. Socket jointed to drainage pipe outlet including drip seal joint complete in all respect as directed by Engineer-in-charge.
253100 mm diameter Pipe
254150 mm diameter Pipe
255Providing and fixing Stainless Steel Grade (304) grating with ring and Stainless steel anti cockroach basket and two SS screw including fixing to the floor with cement mortar.
256SUB HEAD - III : INTERNAL WATER SUPPLY
257Providing and fixing G.I. Pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc
25815 mm dia pipes
25920 mm dia pipes
26025 mm dia pipes
26132 mm dia pipes
26240 mm dia pipes
26350 mm dia pipes
264Painting GI Pipes & Fittings with synthetic enamel white paint with two coats over a ready mixed priming coat , both of approved quality for new work .
26515 mm dia pipes
26620 mm dia pipes
26725 mm dia pipes
26832 mm dia pipes
26940 mm dia pipes
27050 mm dia pipes
271Providing and Fixing GI Union in GI Pipe including cutting and threading the pipe and making long screws etc . Complete ( New Work )
27215 mm dia pipes
27320 mm dia pipes
27425 mm dia pipes
27532 mm dia pipes
27640 mm dia pipes
27750 mm dia pipes
27865 mm dia pipes
27980 mm dia pipes
280Providing 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 makin good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.)
28115 mm dia pipes
28220 mm dia pipes
28325 mm dia .Pipes.
28432 mm dia .Pipes.
285Providing and fixing Thermoflex or Careflex thermal insulation tubing, a elastomeric flexible material having hermetic blister closed cell structure of expanded synthetic rubber over pipes of following nominal bores and thickness including all required accessories complete as per specification.
2869 mm thick ( Pipe Inside the Toilets and Exposed in Shafts and Terrace )
287For 15 mm dia Pipe
288For 20 mm dia Pipe
289For 25 mm dia Pipe
290For 32 mm dia Pipe
291For 40 mm dia Pipe
292For 50 mm dia Pipe
293Providing, fixing, testing and commissioning of motorised butterfly valve of following dia for filling of overhead water tank complete with high and low level control switches to control tanks. The level controllers shall be installed in overhead tanks. The level switch will close the valve when water level is high in overhead tank and open the valve when overhead water tank level is low. The system should be complete in all respects with accessories 220 V AC / 24 V DC, IP67 electrical water level control unit, copper control wiring in whether proof casing etc.
29440 mm dia Pipe
29550 mm dia Pipe
296Providing and Fixing full way lever operated forged brass ball valve of brass body with forged brass hard chromeplated steel ball tasted to a pressure not less than 15 kg/sqcm with threaded / flanged joints complete with nuts, bolts, gaskets, washers etc.
29715 mm dia
29820 mm dia
29925 mm dia
30032 mm dia
30140 mm dia
30250 mm dia
303INTERNAL ELECTRICAL WORK (STAFF QUARTERS ) (TYPE-III)
304SUB HEAD - I: CIRCUIT CUM POINT WIRING
305SWITCH CONTROL LIGHT POINTS
306Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. .
307Group A
308Group B
309Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.
310Group A
311Group B
312MCB CONTROL LIGHT POINTS
313Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. (Switch Control Primary Points)
314Primary point controlled by one MCB.
315Same as item above but Secondary point. i.e. Points to be looped with Primary point with 1.5 sqmm wire and Point wiring
316Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
3172 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
3182 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
3192 X 4 sq. mm + 1 X 4 sq. mm earth wire
3202 X 6 sq. mm + 1 X 6 sq. mm earth wire
3212 x 10 sq. mm + 1 x 6 sq.mm earth wire
3224 X 10 sq. mm + 2 X 6 sq. mm earth wire
3234 X 16 sq. mm + 2 X 6 sq. mm earth wire
324Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin 5/6 Amp modular socket outlet and 5/6 A modular switch, connection etc. as required.
325Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 5/6 & 15/16 Amp modular socket outlet and 15/16 A modular switch, connection etc. as required.
326Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.
327Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess i/c providing and fixing 25 amp modular socket outlet and 25 Amps modular SP MCB, “C” curve including connection, painting etc. as required. (AC's & Gysers)
328Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
329Telephone socket outlet
330TV antenna socket outlet
331Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
3321 or 2 Module (75mmX75mm)
3336 module (78mm X 205 mm X 50 mm)
334Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.
3353 pin , 5/6 amps socket outlet
3365/6 amps switch
337Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
33825 mm
33932 mm
340SUBHEAD -II - FITTINGS & FIXTURES
341Supply, Installation, Testing and Commissioning of 10 W Bulk head Light.
342Supply, Installation, Testing and Commissioning of 5W Mirror Light.
343Supplying, installation, Testing & Commissioning of LED Recessed / surface Down lighter (Round/ square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -5 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80 , UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED,Driver & electrical circuitary), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends , CCT 3000°K / 4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards and trade mark certificate (T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim
3448-10 Watt
34512-15 Watt
34618 Watt
347Supplying, installation, Testing & Commissioning of LED (surface/wall) mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85% ,Operating voltage AC 140-270 Volt, freq. 50/60 hz, Operating temp range -5 deg to 40 deg centigrade, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, Flicker free (flicker should be below 5 %), life time (LED,Driver & electrical circuitary), of minimum 50000 Burning Hours with , 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm) Batten light (System lumen efficacy >135 lm/Watt)
34818-22 Watt
349Supply, Installation, Testing and Commissioning of 10W (Nominal) Wall Bracket Light
350Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal( Aluminum alloy) blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, steel/Al bodyPower Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion) less than 10%, remote (prefreably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Ceiling Fan compliant to IS 374:2019 fan Supply, earthing etc. complete as req.
3511200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum)
352Supply, installation, Testing and commissioning of 250mm Exhaust fan.
353Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required.
354SUBHEAD - III - DISTRIBUTION BOARDS
355Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
3566 way, Double door
3578 way, Double door
35812 way, Double door
359Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, on surface/ recess complete with tinned copper busbar, neutral busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/ RCCB/ Isolator)
3606 way (4 + 18), Double door
3618 way (4 + 24), Double door
362Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
363Single Pole
364Single Pole Neutral
365Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
366Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
367Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
368Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
369SUB HEAD -IV - LT CABLES & CABLE TRAYS
370Laying of one number PVC Insulated and PVC shethed /XLPE power Cables of 1.1 KV grade of following size direct in ground including excavation,sand cushioning and protecting covering and refilling the trench etc as required.
371Up to 35 sq mm.
372Above 35 sq mm and up to 95 sq mm.
373Above 95 sq mm and up to 185 sq mm.
374Laying of one number PVC insulated & PVC sheathed/ XLPE Power cable of 1.1 KV grade of following size in the existing RCC/HUME/METAL pipe as required.
375Upto 35 sq.mm
376Above 35 sq. mm and upto 95 sq. mm
377Above 95 sq.mm and upto 185 sq.mm
378S/ F powder coated of approved shade MS Cable Trays
379Supplying and installing following size of perforated painted with powder coating M.S. cable trays 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..
380100 mm width X 50 mm depth X 1.6 mm thickness
381150 mm width X 50 mm depth X 1.6 mm thickness
382300 mm width X 50 mm depth X 1.6 mm thickness
383S/ F powder coated of approved shade MS Cable Tray Bends
384Supplying and installing following size of perforated powder coated of approved shade M.S. cable tray bends 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.
385100 mm width X 50 mm depth X 1.6 mm thickness
386150 mm width X 50 mm depth X 1.6 mm thickness
387S/ F powder coated of approved shade MS Cable Tray Tee's
388Supplying and installing following size of perforated powder coated of approved shade M.S. cable tray tee's 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.
389100 mm width X 50 mm depth X 1.6 mm thickness
390150 mm width X 50 mm depth X 1.6 mm thickness
391Supply of following sizes of XLPE insulated Aluminum conductor strip/ wire Armoured, overall PVC sheathed 1.1 KV grade cables conforming to relevant IS-7098 Code and technical specifications.
3924 X 10 sq. mm (28mm)
3934 X 16 sq. mm (28mm)
3943½ X 35 sq. mm (32mm)
3953½ X 50 sq. mm (35mm)
3963½ X 95 sq. mm (38mm)
3973½ X 120 sq. mm (38mm)
398XLPE Insulated Copper Armoured Cables
3992C x 6 Sq.mm.
4002C x 4 Sq.mm.
4013C x 6 Sq.mm.
4023C x 4 Sq.mm.
4034CX 2.5 Sq.mm
4044C x 4 Sq.mm.
405Supply and making End termination with brass Single/ Double compression gland including providing and crimping of aluminum/copper solderless lugs/ferrules for XLPE/PVC insulated armoured power aluminum/copper conductor cables 1.1 KV grade of following sizes:
406SINGLE COMPRESSION GLAND FOR AI. AR. CABLE
4074C/3C x 6/4 sq.mm.
408Single Compression Gland for Cu. Cable
4094C/3C/2C x 4/6/2.5 sq.mm.
410Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV gradeas required.
4114 X 10 sq. mm (25mm)
4124 X 16 sq. mm (28mm)
4133½ X 25 sq. mm (28mm)
4143½ X 35 sq. mm (32mm)
4153½ X 50 sq. mm (35mm)
4163½ X 95 sq. mm (45mm)
4173½ X 120 sq. mm (45mm)
418SUB HEAD -V - EARTHING SYSTEM
419Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
420Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut,bolt, spring, washer excavation and re-filling etc. as required.
421Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
422Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
423SUB HEAD - VI :LIGHTNING CONDUCTOR
424Earthing with Cu. earth Plate 600mm x 600mm x 3mm thick including accesssories, and providing masonary enclosure with cover plate (CI heavy duty) having locking arrangement and watering pipe of 2.7 mtr long etc. with charcoal or coke and salt ) as required.
425Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
426Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any other metallic object) by riveting / nut bolting/ sweating and soldering etc as required.
427Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For horizontal run)
428Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(For vertical run)
429Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.
430Providing and laying G.I. tape 32 mm X 6 mm from earth electrode directly in ground as required.
431Supply of Lightnig counter - LCD screen shows the number of lightning strikes, hour and date of lightning events Buttons enable TIME/DATE setting and log viewing. Replaceable battery, working life minimum five years, meet the requirements for IS/IEC 62305 and IEC 62561-2.Tested for Electrical ,Mechanical and Chemical as per IEC 62561.
432ABSTRACT OF COST FOR LEVELLING
433Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
434FOOTPATH 2.00 MT. WIDE
435Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge
436Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth level.
4371:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)s)
438Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
439Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), ncluding making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
440Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
441Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
442Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete.
443Filling available excavated earth (excluding rock) in trenches, plinth, sides of oundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
444Centering and shuttering including strutting, propping etc. and removal of form for all heights :
445Foundations, footings, bases of columns, etc. for mass concrete.
446BILL OF QUANTITIES FOR WATER SUPPLY
447SUB HEAD (I) :- EXTERNAL WATER SUPPLY PIPES AND FITTINGS
448DISTRIBUTION NETWORK FOR FRESH WATER SUPPLY
449Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
450External work
45120 mm dia nominal bore
45225 mm dia nominal bore
45332 mm dia nominal bore
45440 mm dia nominal bore
45550 mm dia nominal bore
45665 mm dia nominal bore
45780 mm dia nominal bore
458Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
45920 mm diameter pipe
46025 mm diameter pipe
46132 mm diameter pipe
46240 mm diameter pipe
46350 mm diameter pipe
46465 mm diameter pipe
46580 mm diameter pipe
466Providing and filling sand of grading zone V or coarser grade alround the GI pipes in external work.
46720mm dia nominal bore
46825mm dia nominal bore
46932mm dia nominal bore
47040mm dia nominal bore
47150 mm diameter pipe
47265 mm diameter pipe
47380 mm diameter pipe
474Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :
47550 mm dia
47680 mm dia
477Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
47820 mm nominal bore
47925 mm nominal bore
48032 mm nominal bore
48140 mm nominal bore
48250 mm nominal bore
48365 mm nominal bore
48480 mm nominal bore
4851:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
486Providing and fixing G.I. Union in GI pipe including cutting and threading the pipe and making long screws etc. complete(New work)
48725 mm nominal bore
48832 mm nominal bore
48940 mm nominal bore
49050 mm nominal bore
49165 mm nominal bore
49280 mm nominal bore
493Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
494LD- 2.5
495Rectangular shape 600*450 mm internal dimensions
496Constructing masonry gate valve Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
497With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
498Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
499with common burnt clay F.P.S.(non module) brick of class designation 7.5
500ANALYSIS OF RATE FOR SURFACE DRAIN (150X250 MM)
501Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
502Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth: consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
503Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level
5041:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
505Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stoneaggregate 12.5mm nominal size)
506Centering and shuttering including strutting, propping etc. and removal of form for all heights :
507Foundations, footings, bases of columns, etc. for mass concrete
508Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in :
509Cement mortar 1:6 (1 cement : 6 coarse sand)
51012 mm cement plaster finished with a floating coat of neat cement of mix :
5111:4 (1 cement: 4 fine sand)
512Hume pipe
513Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 :
514Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
515Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
516450 mm dia. R.C.C. pipe
517Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 coarse sand : 10 gradded stone aggregate 40 mm nominal size) alround S.W. Pipes including bed concrete as per standard design.
518BILL OF QUANTITIES FOR SEWERAGE SYSTEM
519SUB HEAD (I) :- EXTERNAL SEWERAGE SYSTEM
520Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. anddisposing of surplus excavated soil as directed, within a lead of 50 m :
521All kinds of soil
522Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
523Supply and fixing HDPE double I.S 16098 ( Part - 2 ) 3013 for soil / waste pipe under ground drainage system with jointed with rubber ring with good quality lubricant for fittings, inclusive of all necessary specials like bends, tees, offsets, junctions, re excavtion and refillig etc complete.
524200 mm dia.pipe
525250 mm dia. pipe
526Providing and laying in position cement concrete of specified grade excluding the cost of centering and shttering - All work up to plinth level 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
527250 mm diameter Pipe (L*0.35*0.10=9.89)
528250 mm diameter S.W. pipe (L*0.45*0.10=0.40)
529Constructing brick masonry manhole in cement mortar 1 : 4 (1 cement : 4 coarse sand) with RCC top slab with 1 : 2 : 4 mix (1 cement : 2 coarse sand : 4 grade stone aggregate 20mm 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 (1cement 3 coarse sand ) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finishd with a floating coat of neat cement complete as per standard design
530Inside size 90 x 80 cm & 45 cm deep including CI cover with frame (light duty) 455 x 610mm internal dimensions, total weight of cover & frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg)
531With common burnt clay F.P.S.(non modular) bricks of classic designation 7.5
532Extra for depth for manholes:
533size 90 X 80 cm
534With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
535Constructing Brick Masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top with FPS bricks class designation 75 in cement mortar 1:4 (1 cement : 4 Coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.
5360.91m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S:12592, total weight of cover and frame to be not less than 182Kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete.(Excavation foot rests and 12mm thick cement plaster at the external surface shall be paid for separately)
537with common burnt clay F.P.S.(non module) brick of class designation 7.5
538Extra depth for circuler type manholes 0.91 m internal dia ( at bottom ) beyond 0.91m to 1.67 m .
539with common burnt clay F.P.S.(non module) brick of class designation 7.5
540Providing and fixing square mouth S. W. Gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight CI cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design
541180 x 150 mm. size P type
542With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
543Providing 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 :
544With 20 mm dia round bar
545ANALYSIS OF RATE FOR SEPTIC TANK ( 50 USER'S)
546Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
547Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
548Earth work in Excavation 1.50-3.00 mtr
549Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
550Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
5511:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size).
552Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
553Centering and shuttering including strutting, propping etc. and removal of form for:
554Foundations, footings, bases of columns, etc. for mass concrete.
555Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc.
556Lintels, beams, plinth beams, girders, bressumers and cantilevers.
557Suspended floors, roofs, landings, balconies and access platform.
558Edges of slabs and breaks in floors and walls.
559Under 20 cm wide
560Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge.
561Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
562Thermo-Mechanically Treated bars.
5631:3 (1 cement: 3 fine sand)
5646 mm cement plaster on rough side of single or half brick wall of mix:
5651:3 (1 cement: 3 fine sand)
566Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
567HD-20
568Circular shape 560 mm internal diameter
569Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
570Providing and fixing soil, waste and vent pipes
571100 mm dia.
572Centrifugally cast (spun) iron socketed pipe as per IS: 3989.
573Providing and fixing terminal guard :
574100 mm
575Sand cast iron S&S as per IS - 3989
576Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design.With F.P.S. bricks
577ESTIMATE OF ELECTRICAL WORKS
578SUBHEAD - I - MAIN BOARDS
579Design, fabrication, assembly, wiring and supply of front operated dead front cubicle type compartmentalised as per Form 3B, rear access free standing, dust and vermin proof (IP 42 ingress protection) main switchboards suitable for use at 415 volts, 3 phase 4 wire 50 Hertz system suitable for a symmetrical fault level of 50 kA at 415 volts, fabricated from 2 mm thick CRCA MS sheets with hinged, gasketted (metal based neoprene) and lockable doors having structural reinforcement with suitable angle/channel/T/flat sections including 3 mm thick gland plates on top and bottom and including lifting hooks and including GI earth strip of required size with 2 nos earthing terminals and including powder coated paint finish of approved shade over metal surface cleaned and treated with seven tank process complete with interconnections etc as per specifications, as required and as below.
580(Note:The contractor may select the next higher fault rating of MCCB if it is not readily available ,without any extra cost ,as the figure indicated within the bracket are required maxmum fault level of the panel.)
581FEEDER PILLAR
582Design, Manufacturing, supplying, fixing in position, testing and commissioning of the following front operated front access 2mm thick CRCA steel enclosure free standing, water, dust and vermin proof outdoor type Feeder pillars with IP-55 protection hinged and lockable doors complete with interconnections copper crimping lugs, brass glands bonding to earth and painting, suitable for use at 415 volts, 3 phase 4 wire 50 Hz system . The panels fault withstanding capacity shall be of 25 MVA at 415 volts. All live accessories part shall be shrouded and all equipment shall be finger touch proof. The bus bars shall be of colure coded with Heat shrinkable PVC insulated sleeves.
583FEEDER PILLAR-1:
584INCOMER
5851 No. 160A, 415V, Ics=25kA, 4P MCCB with thermal magnetic trip unit.
5861 No. Digital multifunction meter (V+A+Hz) with a set of cast resin CTs 160/5A.
5871 Set of Phase indicating lamp with MCB
588BUS BARS-I :
589200A TPN bus bars of aluminium alloy.
590For emergency supply
5911 No. 63A, 415V, Ics=25kA, 4P MCCB with thermal magnetic trip unit.
5921 Set of On indicating lamp with MCB
593BUS BARS-II :
594100A TPN bus bars of aluminium alloy.
595OUT GOING BUS-I :
5968 Nos. 63A 415V, 4P MCCB of 15kA .
5971 No. MCB Space.
598OUT GOING BUS-II :
5995 Nos. 63A 415V, 4P MCB of 10kA .
6001 No. 40A 415V, 4P MCB of 10kA with 40A 4P Contactor & timer switch .
6012 Nos. 25A 415V, 4P MCB of 10kA .
6021 No. MCB Space.
603METER BOARDS
604Supply, installation, testing and commissioning of M.V. cubical type totally enclosed dust, dump and vermin proof Meter Bords complete with bus bars, MV danger notice plate, on surface ISI marked Electronic kWh meter, indication lamps, CT's, Interconnection with suitable capacity aluminium strips / rods, door covers, seperate compartment for each meter, glass inspection window, connection of incoming and outgoing cables with thimbles, powder coated having following incoming and outgoing MCBs MCCBs and kWh meters complete as required.
605METER BOARDS -DORMITORY BOYS & GIRLS
6061 No. 63A, 415V, Ics= 16kA, 4P MCCB with O/C, S/C protection & on indication lamp.
607BUS BARS:
608100A TPN bus bars of aluminium alloy.
609OUT GOING:
6102 Nos. 40A DP MCB of 10kA with space for electronic direct kWh energy meter complete with all necessary wiring as per the Meter vendor requirement.
6117 Nos. 40A DP MCB of 10kA.
612SUBHEAD - III - SUPPLYING & LAYING OF CABLE
613L.T. CABLES
614Supply of following sizes of XLPE insulated Aluminum conductor strip/ wire Armoured, overall PVC sheathed 1.1 KV grade cables conforming to relevant IS-7098 Code and technical specifications.
6154 X 6 sq. mm
6164 X 10 sq. mm (28mm)
6174 X 16 sq. mm (28mm)
6183½ X 25 sq. mm (28mm)
6193½ X 35 sq. mm (32mm)
6203½ X 50 sq. mm (35mm)
6213½ X 150 sq. mm (50mm)
6223½ X 185 sq. mm (57mm)
6233½ X 240 sq. mm (62mm)
6243½ X 300 sq. mm (70mm) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56304312
AUTHORITY Government Departments
TENDER VALUE 2.67 Crore
LAST DATE 17-07-2026
Authority
Authority Name Uttar Pradesh Projects Corporation Limited
Work Description Tender for Conversion Of Sp Shed To Regular Staff Quarters Including Construction Of Shortfall Staff Quarters At Jnv Banka (Bihar)
Basic Detail
Tender No 25/GM(T)/UPPCL/2026-27/DATE 03.07.2026
Bidding Type Tender
Location
City Banka
State Bihar
Key Dates
Publish Date 04 Jul 2026
Submission Date 17 Jul 2026
Open Date 17 Jul 2026
Finance
Tender Value 2.67 Crore
Tender Fee 17700
EMD 5.34 Lakhs
Exemption Not Available
Document List
845ef9c8-73a5-46b9-9388-a859bbfd44cd.html
BID.pdf
BOQ_2187761.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 04, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jul 17, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days
Jul 17, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

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845ef9c8-73a5-46b9-9388-a859bbfd44cd.html

pdf

BID.pdf

xls

BOQ_2187761.xls

pdf

Tendernotice_1.pdf

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