Tender For Construction Of 30 Capacity Mahila Barrack Ground Floor At District Jail Unnao District-Unnao (U.P.)., Unnao-Uttar Pradesh

TDR : 48968666

Tender Notice
Corrigendum Details
BOQ

Expired

Unnao , Uttar Pradesh

Tender Brief : Corrigendum : Tender For Construction Of 30 Capacity Mahila Barrack Ground Floor At District Jail Unnao District-Unnao (U.P.).

Document Fees
₹ 17700 /-

EMD
₹ 239000.0 /-

Tender Value
₹ 1.19 Crore /-

Submission Date
19-05-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	14-05-2025	Date	Date	19-05-2025

Name of Work: Construction of 30 Capacity Mahila Barrack Ground Floor at District Jail Unnao District-Unnao (U.P.) (Notice No. -74/UPPCL/GM-7/E-TENDER/2024-25Dated: 29.03.2025)

Sl. No.	Item Description
1	Construction of 30 Capacity Mahila Barrack Ground Floor at District Jail Unnao District-Unnao (U.P.)
2	CIVIL WORKS
3	Earthworkinexcavationbymechanicalmeans (Hydraulic excavator) / manualmeans Foundation trenchesordrains(notexceeding1.5mindepth, 10sqmonplan)includingdressingofsiodeand raimmingofbottoms,leftupto1.5m,including getting out the excavated soil and disposal of surplusexcavatedsoilasdirectewithenaleadof 50 m. all kind of soil.
4	Excavating , Supplying , stacking and filling of local earth ( including Royalty) by mechanical transport up to lead of 5.0 KM also including ramming and watering of the earth in layers not exceeding 20cm in foundationtrenches, plinth, side of foundation etc. complete for all lift
5	Supplyingandfillinginplinthwithsand under floors, including watering, ramming, consolidating and dressing complete.
6	Providingandlayinginpositioncementconcrete ofspecifiedgradeexcludingthecostofcentering and shuttering - All work up to plinth level : 1:4:8(1Cement: 4coarse sand: 8gradedstone aggregate 40 mm nominal size).
7	Brick work with common burnt clay (non modular)bricks of class designation 150 in foundation and plinth in :cement mortar1:6(1 Cement:6 coarsse sand)
8	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
9	Applying a coat of residual petlaeum bitumen of grade of VG-10 of approved quality using 1.7kg per square meter on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
10	Treatment of soil under existing wall below concrete or masonry apron using chemical @ 1liters per linear hole,300mm apart including drilling 12 mm diameter holes and plugging with cement mortor 1:2(1cement:2 coarse sand) to match the exiting floor with chlorpyriphos / lindane E.C.20% with 1% concentraction
11	providingandlayinginposistion specifiedgradeof rainforcedcementconcret,excudingthecastof centering ,shuttering,finishing and rainforsmentall workofuptoplinthlavel-1:1.5:3(1cement:1.5 coarsesend (zone III),:3gradedstoneaggregate 20mm narmal size) derived from natural sources
12	Reinforced cement concrete work in wall (any thickness) ,inciuding attached pilasters, planth and stringcourses,fillets,columns,pillars, abutbuttersses,plinthandstringcourses,fillets, columnspillars,piers, abutmentspostsandstruts etc. above plinthlevelup to floor five lavel,up to floor five lavel, excluding cast oh centering , shuttering, finshing and reinforcement:1:1.5:3(1 cement:1.5 coarse send :3 graded stone aggregate
13	Providingand layingin position specifiedgrade of rainforcedcementconcreteexcludingthecastof centeringshuttering finishing and reinforcement - Allworkuptoplinthlevel:1:1.5:3(1cement:1.5 coarssend:3gradedstoneaggergate20mm nominal size)Plinth Beam
14	Reinforcedcementconcreteworkinbeams, suspendedfloors,roofshavingslopeupto15° landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills,staircases and spiralstair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with1:2:4(1cement:2coarsesand:4graded stone aggregate 20 mm nominal size). For Lintel
15	Reinforcedcementconcreteworkinbeams, suspendedfloors,roofshavingslopeupto15° landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills,staircases and spiralstair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with1:2:4(1cement:2coarsesand:4graded stone aggregate 20 mm nominal size). For Slab
16	Reinforcedcementconcreteworkinbeams, suspendedfloors,roofshavingslopeupto15° landings, balconies, shelves, chajjas, lintels, bands, plainwindow sills,staircases and spiralstair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with1:2:4(1cement:2coarsesand:4graded stone aggregate 20 mm nominal size). For Beam
17	SteelreinforcementforRCCworkincluding straightening,cutting,bendingplacinginposition and binding all copmleet up to plinth level. Thermo-Mechanically Treated bars of grade Fe 500D or More
18	Centering and shuttering including ,propping etc.and removal of from for:
19	For column,footing, bases of columns, etc. for mass concrete
20	suspended floor, roofs, landings, balconies and access platfrom
21	lintel,beams,plinth beams, girders, bressumers and cantievers
22	Columns,pillars,Piers, Abutments,Posts and Struts
23	EXTRA FOR ADDITION HEIGHT IN CENTERING &SHUTTERING
24	Brick work with common burnt clay (non modular)bricks of class designation 150 in foundation and plinth in :cement mortar1:6(1 Cement:6 coars send)
25	Brick work with common burnt clay (nanmodular) bricks of class designation 150 in superstucture above plinth lavelup tosendfloor v lavel in shapes and size in Cement mortar 1:4 (1 cement 4 coarse)
26	Steel work welded inbuiltup sections/framed work,includingcuttinghoisting,fixinginposition and applying a priming coat of appr required. steel primerusingstructuralsteeletc.asrequired.In gratings, frames, guard,bar ladder,railing, brackets, gates and similar works
27	Providingandlayingintegral cementbased water proofing treatment including preparation of surfaceasrequiredfortreatmentofroofs, balconies,terracesetcconsistingoffollowing operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed withwaterproofingcompoundconformingtoIS. 2645 and approved by Engineer-in-charge over the RCCslabincludingadjoiningwallsupto300mm heightincludingcleaningthesurfacebefore treatment. (c)Aftertwodaysofpropercuringapplyinga second coat of cement slurry using 2.75 kg/ sqm of cementadmixedwithwaterproofingcompound conformingtoIS:2645andapprovedby Engineerin-charge.(d)Finishingthesurfacewith 20mmthickjointlesscementmortarofmix1:4(1 cement:4coarsesand)admixedwithwater proofingcompoundconformingtoIS:2645and approvedbyEngineerin-chargeincludinglaying glass fibre cloth of approved quality in top layer of plaster and finally finishing thesurface with trowelwithneatcementslurryandmaking pattern of 300x300 mm square 3 mm deep.
28	12mmcementplasterofmix1:6 (1cement : 6 coarse sand)
29	15mmcementplasteronroughsidesingleor half brick wall of mix 1:6 (1 cement : 6 coarse send)
30	6mm cement plaster of mix 1:3(3 fine sand : 1 cement )
31	15 mmcementplasterinsinglecoatonplinth1 cement : 4 coarse sand in plinth
32	Add for plaster groove inplastered surfaceor moulding to R.C.C. projections.
33	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300mm or more (thickness to be spcified by the manufactuer) of 1st quality conforming to IS:15622of approved make in colours white,ivory,Grey,Fume Red Brown, laid on 20 mm thick cement mortar1:4(1 cement 4 coarse send ),jointing with grey cement slurry @3.3kg/sqm including grouting the joints with white cement and matching pigments etc.compete.
34	Providing and fixing 1st quality ceramic glazed wall tileconformingtoIS:15622(thicknesstobe specified bythemanufacturer,)ofapproved make,in all colours, shades except burgundy, bottlegreen,blackoftheanysizeasaprovedby Engineer-in-charge,inskirting,risersofstepsand dados,over12mmthickbedof cement mortor1:3(1 cement3coarsesend)andjointing with grey cement slurry @3.3kg per sqm including pointinginwhitecementmixedwithpigmentof matching shade complete.
35	40mm thick cement concrete flooring with cement concrete 1:2:4(1 cement :2 coares send:4 aggregate)20 mm nominal size complete nosing steps etc finish with a floating coad of neat cement, including cement slurry bu excluding the cast of
36	cement plaster skirting to 30 cm height with cement mortar1:3(1cement3coaresend)finshing with a floating coat of neat cement 18 mm thick
37	25mm thick cement concreate florring 1:2:4:(1 cement 2 coare send 4 graded stone aggregate of size 20mmbelow)by laid over concrete finishedwithfloatingcodeaneatcement(base concretetobepaidseparatey)includingfixingof glass strips
38	Distemperingwithoilboundwashabledistemper ofapprovedbrandandmanufacturetogivean even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
39	Finishing walls with Premium Acrylic Smooth exteriorpaintwithSiliconeadditivesofrequired shade:Newwork(Twoormorecoatsapplied@ 1.43ltr/10sqmoverandincludingprimingcoat of exterior primer applied @ 2.20 kg/ 10 sqm)
40	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer,overtheplasteredwallsurfaceto prepare the surface even and smooth complete.
41	Paintingwithsyntheticenamelpaintofapproved brand and manufacture of requerd clour to give an even shade:Two are more coats on new work over an under cast of suitable shade with ordinary paint of approved brand and manufacture (steel surface)
42	Makingkhurras45x45cm withaverageminimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominalsize)overP.V.C.sheet1mx1mx400 micron,finished with12 mm cement plaster1:3 (1 cement : 3coarse sand)and acoat ofneat cement, roundingtheedgesandmakingandfinishingthe outlet complete.
43	Providing andfixing on wall faceunplasticised RigidPVCrainwaterpipesconformingtoIS: 13592TypeA,includingjointingwithsealring conformingtoIS:5382,leaving10mmgapforthermal expansion, (i) Single socketed pipe 110mm daimiter
44	Providingandfixingonwallfaceunplasticised- PVCmouldedfittings/accessoriesfor unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing withsealringconformingtoIS:5382,leaving10 mm gap for thermal expansion.
45	Coupler
46	110mm
47	Bend 87.5*
48	110 mm band
49	Shoe (plain)
50	11 Shoe0mm
51	Providing and fixing unplasticised -PVC pipe clips ofapproveddesigntounplasticised-PVCrain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length,includingcuttingbrickworkandfixingin cementmortar1:4(1cement:4coarsesand)and making good the wall etc. 110mm
52	Providingandfixingtotheinletmouthofrain waterpipecastirongrating15cmdiameterand weighing not less than 440 grams.
53	PLUMBING WORKS
54	Providing 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 White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests
55	Providing 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:- a)White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
56	Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. a) 32mm dia (for wash basin)
57	Providing and fixing 600x450 mm beveled 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 complete.
58	Providing & fixing PTMT towl rail complete with brackets fixed to wooden cleats with cp brass screws with concealed fitting arrangement of approved quality and colour. 600 mm. long towl rail length of 645 mm. width 78 mm. and effective height of 88 mm, weighing not less than 190 gms.
59	Providing and fixing PTMT Liquid soap container 109 mm wide ,125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and colour weighing not less than 105 gms
60	Providing and fixing C.P. brass Two-way angle valve for EWC points & for fixing Ablution Health Fauct of approved quality conforming to IS:8931. 15 mm nominal bore
61	Making 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 m x1 m x 400 micron, finished with 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.
62	Providing 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, (i) Single socketed pipes. 110 mm diameter
63	Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion.
64	Bend 87.5 degree
65	110 mm Bend
66	Shoe (Plain)
67	110 mm Shoe
68	Providing 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 and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm
69	Providing and fixing in floor and wall face Ringfit UPVC ASTRAL ULTRADRAIN Conventional system for soil and waste water pipes conforming to (HSN CODE: 3917) Type B including jointing with seal ring. (i) Double socketed pipes.
70	a) 110mm dia P.V.C. pipe
71	b) 90mm dia P.V.C. pipe
72	Providing & fixing UPVC Floor trap of self cleansing designwith CP Jalicomplete in all respects. (Make : Supreme / Finolex / Prince) P-Trap type Floor Trap 110 x 90mm
73	Providing and fixingterminal guard.
74	a) 110mm
75	b) 90mm
76	Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.
77	110mm bend
78	90 mm bend
79	Single tee with door
80	90x90x90 mm
81	110x110x110 mm
82	90x90x90 mm
83	110x110x110 mm
84	Providing and fixing clean out plug110 mm dia.
85	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. Internal work - Exposed on wall a) 25mm dia nominal bore (medium duty)
86	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.
87	a) 15mm dia nominal bore
88	b) 20mm dia nominal bore
89	Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. a) 15mm nominal bore
90	Providing & fixing CP brass bib cock of approved quality conforming to IS 8931a) 15mm nominal bore
91	Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. a) 15mm nominal bore
92	Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 a) 15mm nominal bore
93	Providing and fixing gun metal gate valve with wheel of approved quality.
94	a) 25mm dia nominal bore
95	b) 32mm dia nominal bore
96	Providing and fixing brass stop cock of approved quality. a) 20 mm nominal bore
97	Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture 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. Capacity 3000 litre
98	Excavating trenches in all kind of soil 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 & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.
99	Providing and fixing in floor and wall face Ringfit UPVC ASTRAL ULTRADRAIN Conventional system for soil and waste water pipes conforming to (HSN CODE: 3917) Type B including jointing with seal ring. (i) Double socketed pipes.
100	a) 110mm dia P.V.C. pipe(for External sewer)
101	b) 150mm dia P.V.C. pipe (for External sewer)
102	Supply and fixing of UPVC S.W. R. Gully trap confirming to IS - 14735 size 150x110 mm dia of self cleaning design including fixed brick Masonary chamber 250x250x250mm Size i/ c supply and fixing of CI cover with frame weight not less then 4.50Kg. & CI grating 150x150mm complete in all respects.
103	Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 (i) For Sewer Line
104	Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar
105	ELECTRIFICATION WORKS
106	Point wiring in PVC conduit, with paino type switch:-
107	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 mdular type 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.
108	Power plug wiring in PVC conduit (2 x 4 Sq.Mm.):- Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
109	Circuit/ Sub main wiring in PVC conduit:-
110	Wiring for circiut/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required.
111	2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire.
112	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth earth wire.
113	2 X 4 sq. mm + 1 x 4 sq. mm. Earth wire.
114	2 x 6 sq.mm. + 1 x 6 sq.mm Earth wire
115	4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire
116	4 x 10 sq.mm. + 2 x 6 sq.mm. Earth wire
117	S/F modular type electronic fan rgulator :- Supply and fixing two module stepped type electronic fan regulator on thr existing modular plate switch box including connections but excluding modular plate etc. as required.
118	S/F modular type blanking plate :- Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
119	Supply 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 :
120	20 mm.
121	25 mm.
122	32 mm.
123	Supplying and fixing 5 amps. to 32 amps. Rating, 240 volts \"C\" series, miniature circuit breaker (MCB)suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. single pole
124	Supplying & fixing single pole, blanking plate in the existing MCB DB complete etc. as required.
125	Supply and fixing of 40 Amp. TP MCB (10 KA) C Curve. CAT A
126	Supply and fixing of 63 Amp. TP MCB (10 KA) C Curve. CAT A
127	Supply and fixing of 40 Amp. FP MCB (10 KA) C Curve. CAT A
128	Supply and fixing of 63 Amp. FP MCB (10 KA) C Curve. CAT A
129	Supplying and fixing following rating, four pole, (three phase & neutral) 415 volts, residual current breaker (RCCB), having a sensivity current upto 300 miliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required :
130	40 amps.
131	63 amps.
132	Supplying and fixing following way, horizontal type TP&N, sheet steel MCB distribution board, 415 B 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 / Isolatdrs). 6 way (4 + 18) double door
133	Earthing with GI earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc, with charcoal/ coke and salt as required.
134	Supplying and laying 25 mm x 5 mm. G.I. strip at 0.50 metre below ground as strip earth electrode, 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 spaced at 50mm)
135	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.
136	Providing laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fitting including trenching (75 cm deep) and re-filling etc as required. 100 mm dia
137	Providing and fixing M.V. danger notice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both side and with inscription single red colour on FRLSont side as required.
138	Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceilling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.Sm sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
139	Installation, testing and commissioning of pre-wired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
140	Installation, testing and commissioning of ceiling fan includig wiring the down rod of standard length (upto 30 cm.) with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
141	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep
142	Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 6 star rated ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: 8, 3 nos. blades, 30 cm long down rod, 2 nos. conopies, shackle kit, safety kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%remote or electronic regulator unit 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 Supply, earthing etc. complete as required.
143	Supply and fixing of recessed 18 watt LED Light with Metal heavy duty Box type batten Light fitting & 18 wat LED Polycarbonate tube light complete including tube complete in all respect.
144	Supply of 300mm sweep ventilating (Medium Heavy Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Double ball bearing / Copper motor / Capacitor etc.) Noise level : (45 - 50) dB, Power consumption : 70/85 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Speed : 900/1400 RPM. Complete in all respect. 300mm sweep
145	L.T.PANEL AND UPS
146	Design, manufacture, supply, installation, testing and commissioning of Sub Panel ( Light ) fabricated out of 16 SWG CRCA sheet steel, wall / floor mounting type. The sheet steel shall undergo minimum seven tank treatment followed by finishing powder coating of min 60 micron thickness. the board includes 415 V electrolitic Aluminium Bus Bar, removable gland plates, cable glands, including connection with outgoing feeders complete in all respect.
147	The MCCB,s shall be Ics = 100% Icu, with rotary handle & pad locking arrangment with trip setting as per load requirement. TP MCCB shall be with solid isolable neutral link. The breaking capacity specified is lcs value, All MCCB\"s shall be thermomagnetic type. All outgoing MCB\"s shall be C type with 10 KA breaking capacity.
148	The above board shall be complete with 3 nos. phase indicating lights, flush mounted Ammeter, Voltmeter, CT\"s, PT\"s, selector switches, protective fuses etc. at incomer with all inter connetions by min. 2.5 sq. mm. Copper wires.
149	INCOMER :160 AMP FP MCCB (35 KA)
150	BUS BAR :200 AMP TPN Anuminium
151	OUT GOINGS:5 nos. 63 AMP DP MCB
152	OUT GOINGS:10 nos.63 AMP FP MCB
153	Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Voltes grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt brick on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.
154	16 sq. mm 4 core
155	35 sq. mm 3-1/2 core
156	50 sq. mm 3-1/2 core
157	Supply 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 grade as required
158	16 sq. mm 4 core
159	3.5 X 35 sq. mm (35mm)
160	SEPTIC TANK & SOAK PIT
161	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil.
162	In all kind of soil
163	Extra additional lift above 1.5 m
164	Providing 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 coars and : 8 graded stone aggregate 40 mm nominal size)
165	Brick work with common burnt clay (non modular) bricks of class 150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
166	Cement plaster 1:3 ( 1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster.
167	40 mm thick cement concrete flooring with 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, including cement slurry, but excluding the cost of nosing of steps etc. complete.
168	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15* landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ). Slabs
169	Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
170	Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
171	Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars.
172	Providing and fixing 150 mm S.C.I. tee the inlet and outlet of septic tank.
173	Providing & fixing 75mm dia vent pipes.
174	Providing & fixing of 75mm dia cast iron terminal guard.
175	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.
176	M.D. -10- Circular shape 500mm internal diameter
177	L.D. -2.5- Circular shape 450mm internal diameter
178	Making soak pit 2.5 m diameter 3.0 meter 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. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
179	DAY TOILET
180	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dresing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
181	Supplying and filling in plinth with sand under floors, including watering, ramming, conslidating and dressing complete.
182	Providing 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 : 8 graded stone aggregate 40 mm nominal size)
183	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) (Plinth Beam)
184	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15* landing, balconies, shelves, chajjas, lintels, bands, plan window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). Lintels
185	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15* landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ). Slabs
186	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15* landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggreagate 20 mm nominal size). Beams
187	Centering and shuttering including strutting, propping etc. and removal of form for:
188	Suspended floors, roofs, landings, balconies and access platform
189	Lintels, beams, plinth beams, girders, bressumers and cantilevers
190	Brick work with common burnt clay ( non modular) bricks of class designation 150 in foundation and plinth in: cement mortar 1:6 ( 1 cement : 6 coarse sand)
191	Brick work with common burnt clay (non modular) bricks of class designation 150 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)
192	Brick work with common burnt clay ( non mudular) bricks of class designation 150 in superstructure above plinth level up to floor V in all shapes and sizes in: Cement mortar 1:4 ( 1 cement : 4 coarse sand
193	Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quailty using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lighty soaked in kerosene oil.
194	Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints, surrounding of pipes and conduits etc. complete(plinth area of the building at ground floor only shall be measured as per I.S.6313( Part II 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used. The rate of application of chemical emulsion shall be as follows:- (1) treatment for masonary & foundation 5 litres per sq.m.(2) back fill in immediate contract with foundation 7.5 litre per sq.m (3) treatment of top surface of plinth filling 5 liters per sq.m (4) treatment of soil along external parameter of building 7.50 lire per sqm. (For payment plinth area to be measured as per IS Code.)
195	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
196	Providing and fixing 1 mm thick M.Sm sheet door with frame of 40x40x6 mm angle iron and 3mm M.S. gusset plates at the junctions and corners. All necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces
197	Providing 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: (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. (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.(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 Engineerin- charge.(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 Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally fininshing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.
198	(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 : With average thckness of 120 mm and minimum thickness at khurra as 65 mm.
199	12 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand)
200	15 mm cement plaster on rough side of single or half brick wall of mix 1:6 ( 1 cement : 6 coarse sand)
201	6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
202	15 mm cement plaster in single coat on plinth 1 cement: 4 coarse sand in plinth
203	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more ( thickness to be specified by the manufacture), of 1st quality conforming to IS : 15622, of approved make, in colours White, Lvory, Grey, Fume Red Brown, 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., complete.
204	Providing and fixing 1st 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
205	40 mm thick cement concrete flooring with 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, including cement slurry, but excluding the coat of nosing of steps. etc. complete.
206	Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement :3 coarse sand), finished with a floating coat of neat cement. 18 mm thick
207	25 mm thick cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate of size 20 mm and below) by laid over base concrete finished with floating coat of neat cement (base concrete to be paid separately) including fixing of glass strips
208	distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work ( two or more coats) over and including water thinnable priming voat with cement primer
209	finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work ( Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
210	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacture, over the plastered wall surface to prepare the surface even and smooth complete.
211	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture (Steel surface)
212	C/O Apron drain of width 230 mm and depth as per required of site but minimum 230 mm with neat finish & required slope as per apporoved by E/I.
213	Making hurras 45x4 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 1m x 1m x 400 micron, finished with 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.
214	Providing 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, (i) Single socketed pipes.110 mm diameter
215	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
216	Coupler
217	110mm
218	Bend 87.5°
219	110 mm bend
220	Shoe (Plain)
221	110 mm Shoe
222	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticied - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
223	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
224	BATHING PLATEFORM
225	Earth work in excavation by machanical means ( Hydraulic excavator) / manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan), including dressing on sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated oil as directed, within a lead of 50 m. All kinds of soil.
226	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
227	Providing 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 : 8 graded stone aggregate 40 mm nominal size)
228	Providing and laying in position specified gradeof reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) (Plinth Beam)
229	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15* landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded aggregate 20 mm nominal size). Lintels
230	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15* landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering. shuttering, finishing and reinforcement with 1:1.5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). Slabs
231	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15* landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, exculding the cost of centering. shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Beams
232	Centering and shuttering including strutting, propping etc. and removal of from for:
233	Suspended floors, roofs, landings, balconies and access platfrom
234	Lintels beams, plinth beams, girders, bressumers and cantilevers
235	Brick work with common burnt clay (non modular) bricks of class designation 150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
236	Brick work with common burnt clay ( non modular ) bricks of class designation 150 in superstructure above plinth level up to floor V in all shapes and sizes in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
237	Brick work with common burnt clay ( non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 ( 1 cement : 4 coarse sand)
238	Applying a coat of resifual 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.
239	Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloum pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints, surrounding of pipes and condulyd etc.complete (plinth area of the building at groung floor only shall be measured as per I.S.6313 (Part II 1981 ) ldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used. The rate of application of chemical emulsion shall be as follows:- (1) treatment for masonary & foundation 5 litres per sq.m.(2)back fill in immediate contract with foundtion 7.5 litre per sq.m (3) treatment of top surface of plinth filling 5 liters per sq.m. (4) treatment of soil along external parameter of building 7.50 lire per sqm. (For payment plinth area to be measured as per IS code).
240	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
241	Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 amm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces
242	Providing 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: (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. (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 : 1645 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 adjoinng walls upto 300 mm height including rounding of junctions of walls and slabs.
243	(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 Engineering-in-charge. (d) Finishing the surface with 20mm 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-charege invluding 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 3mm deep.
244	( 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 : With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
245	12 mm cement plaster of mix 1:6 (1 cement : 6 coarse sand)
246	15 mm cement plaster on rough side of single or half brick wall of mix 1:6 ( 1 cement : 6 coarse sand)
247	6 mm cament plaster of mix 1:3 ( 1 cement : 3 fine sand)
248	15 mm cement plaster in single coat on plinth 1 cement : 4 course sand in plinth
249	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more ( thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, 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, complete.
250	Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15600 ( thickness to be specified by the manufacture), of approved make, in all colour, 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.
251	40 mm thick cement concrete flooring with 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, including cement slurry, but excluding the cost of nosing of steps etc. complete.
252	Cement plaster skirting up to 30 cm height, with cement mortar 1:3 ( 1 cement : 3 coarse sand), finished with a floating coat of neat cement 18 mm thick
253	25 mm thick cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate of size 20 mm and below) by laid over base concrete finished with floating coat of neat cement ( base concrete to be paid separately) including fixing of glass strips.
254	Distermpering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work ( two or more coats) over and including water thinnable priming coat with cement primer
255	Finishing walls with Premium Acrylic Smooth exterior pain with silicone additives of required shade : New work ( Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
256	Providing 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.
257	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture ( Steel surface)
258	C/O Apron drain of width 230 mm and depth as per required of site but minimum 230 mm with neat finish & required slope as per apporoved by E/I.
259	Making 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 1m x 1m x 400 micron, finished with 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.
260	Providing and fixing on wall face unplasticise Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter
261	Providing and fixing on wall face unplasticised - PVC moulded fittings / accessories for unplasticise 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.
262	Coupler
263	110 mm
264	Bend 87.5°
265	110 mm bend
266	Shoe (Plain)
267	110 mm Shoe
268	Providing 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 M.S. screws of required lengh, including cutting brick work and fixing in cement mortar 1:4 ( 1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm diameter
269	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
270	DEMOLISH BOUNDRY WALL
271	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge.
272	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar
273	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
274	BOUNDARY WALL
275	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sidesand ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
276	Providing 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 : 8 graded stone aggregate 40 mm nominal size).
277	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
278	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)Foundation , footing , base of columns etc.
279	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Column
280	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Footing/ Beam
281	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 shali 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 conform to ASTM 6063). Wall Joint of 100 mm gap
282	Centering and shuttering including strutting, propping etc. and removal of form for :
283	Footing
284	Lintels, beams, plinth beams, girders, bressumers and cantilevers.Beam
285	columns , pillere etc.
286	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level.Thermo-Mechanically Treated bars.Fe-500 D
287	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
288	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 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)
289	12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)
290	15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 coarse sand)
291	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shadeNew work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).
292	Providing 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.
293	Add 7% Hindrance Charges
294	GST Extra as applicable

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Tender For Construction Of 30 Capacity Mahila Barrack Ground Floor At District Jail Unnao District-Unnao (U.P.)., Unnao-Uttar Pradesh

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