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Tender For Tourism Devlopment Of Someshwer Mahadev Mandir At Baijalpur, Mohammadabad Tiwaripur, Distt-Ghazipur (U.P.), ghazipur-Uttar Pradesh

Uttar Pradesh Projects Corporation Limited has published Tender For Tourism Devlopment Of Someshwer Mahadev Mandir At Baijalpur, Mohammadabad Tiwaripur, Distt-Ghazipur (U.P.). Submission Date for this Tender is 22-03-2024. Civil Work Tenders in ghazipur Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

42958690
Tender For Tourism Devlopment Of Someshwer Mahadev Mandir At Baijalpur, Mohammadabad Tiwaripur, Distt-Ghazipur (U.P.)
Open Tender
Indian
Uttar Pradesh
ghazipur
22-03-2024

Tender Details

Tourism Devlopment Of Someshwer Mahadev Mandir At Baijalpur, Mohammadabad Tiwaripur, Distt-Ghazipur (U.P.)

Key Value

Document Fees
INR 17700 /-
EMD
INR 202000.0 /-
Tender Value
INR 1.01 Crore /-

BOQ Items

Name of Work:TOURISM DEVLOPMENT OF SOMESHWER MAHADEV MANDIR AT BAIJALPUR, MOHAMMADABADTIWARIPUR, DISTT:-GHAZIPUR [U.P.](122 /GM-1/UPPCL/2023-24/E-TENDERDated-05.03.2024)
Sl. No. Item Description
1TOURISM DEVLOPMENT OF SOMESHWER MAHADEV MANDIR AT BAIJALPUR, MOHAMMADABADTIWARIPUR, DISTT:-GHAZIPUR [U.P.]
2KATHA MANDAP
3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
4Excavating, 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
5Providing and laying in position cement concrete of specified grade excluding the cost ofcentering 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) ,including cost of form- work,in foundation and floors.
6Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
7Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mmapart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
8Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) All work up to plinth level :
9Reinforced 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR SLAB]
10Reinforced 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR BEAM]
11Reinforced 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR COLUMN]
12Brick 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)
13Brick 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)
14Providing 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 beforetreatment. (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.
15Steel 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.
1615 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) [Plinth Plaster]
1715 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand)
1812 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
19Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the costof nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
20Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the approved make & colours) 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
21Finishing 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).
22Distempering 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(For Internal wall surface)
23Providing 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.
24Making of draing along with apron 150 X 150 MM
25Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :40 mm thick
26Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required.
27Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
28Suspended floors, roofs, landings, balconies and access platform
29Lintels, beams, plinth beams, girders, bressumers and cantilevers
30Columns, Pillars, Piers, Abutments, Posts and Struts
31Providing 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.a) 110mm diameter
32Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm 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. a) 110mm
33Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
34Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C
35Wiring 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.
36Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
372 X 4 sq. mm + 1 X 4 sq. mm earth wire
384 X 6 sq. mm + 2 X 6 sq. mm earth wire
39Supplying 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. 20 mm
40Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 5/6 A switch
413 pin 5/6 A socket outlet
42Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
43Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
44Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1 or 2 Module (75mmX75mm)
45Supplying 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 A modular socket outlet and 5/6 A modular switch, connections etc. as required.
46Supplying and fixing following way, horizontal type three pole and neutral (TPN), sheet steel, MCB distribution board, 415 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) 4 way (4 + 12), Double door
47Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 4 way (4 + 12), Double door
48Supplying 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. Single pole
49Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
50Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.100 A,30KA,FPMCCB
51Supply and fixing of 63 Amp. TP MCB (10 KA) C Curve. CAT A
52Supply and fixing of 63 Amp. FP MCB (10 KA) C Curve. CAT A
53Supplying and fixing following rating, four pole, (three phase and neutral) SPN, 415 volts, 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. 40 A
54Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.
55Earthing 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.
56Supplying 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)
57Providing 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.
58Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, inconvenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 100 mm width X 50 mm depth X 1.6 mm thickness
59Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 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.
60Supply and fixing of Single light Wall Bracketon matching M.D.F.E.G. Board base etc.Complete in all respect. CAT. - AAA
61Supply and fixing of LED Tube Light fitting suitable for up to 1X22 Watt LED Tube Light on surface complete in all Respect .
62Supply & fixing of recess mounting round 10 to 15 watt LED down Lighter complete in all respect.
63Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Following sizesize 25 sq mm x 3-1/2core
64Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed ,underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per direction of engineer-incharge. for cable size 25 sq mm x 3-1/2core
65Supply and fixing ofplain or pin type copper tin plated cable socket (lug) to cable leadsfor pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cablesize 25 sq mm
66S/F of hexagonal fan box with hexagonal side of approx 80mm in length fabricated from 16SWGM.S. sheet incorporating 10mm dia, M.S. round barduly bent for supporting fan hanger dully painted withred oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all materials, labour T & P etc., for proper completion of work.
67TOILET BLOCK
68Earth 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), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
69Providing and laying in position cement concrete of specified grade excluding the cost ofcentering 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) ,including cost of form- work,in foundation and floors.
70Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
71Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mmapart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
72Reinforced 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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Lintel G.F.
73Slab (Using 1:1.5:3 Mix concrete). G.F.
74Beams (Using 1:1.5:3 Mix concrete). G.F.
75Column (Using 1:1.5:3 Mix concrete). G.F.
76Providing 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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Foundation (Using 1:1.5:3 Mix concrete).
77M-150 brick work in 1:6 (one cement and six coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
78Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
79Painting on D.P.C with two coats of airblown bitumen 85/50 or 85/25 @ 1.7 Kg/Sq. M. approx including cost of fuel if any.
80M-150 Brick work in super-structure above plinth level up to floor fifth level includingnecessary cutting and moulding of bricks as requiredand also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand)
81Same as in item no. 16 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.
82Providing 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 beforetreatment. (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.
83Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative 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: (a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
84Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.Hold fast for chaukhats of doors/windows.
85Door / windows & Staircase grill.
86Angle iron chaukhats size 40x40x5
87Z Section steel window
88Steel 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.
8915 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) [Plinth Plaster]
9012 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
9115 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand)
92Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the costof nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
93Providing 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 @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
94Providing 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 @ 3.3 kg/ sqm including grouting the joi nt with white cement & matching pigments etc. complete. Size of Tile 600x600 mm
95P/L 25mm thick kota stone flooring over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete.
96Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
97Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
98Finishing 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).
99Distempering 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(For Internal wall surface)
100Providing 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.
101Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes (weights not less than 10 kg/ sqm).
102Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
103Providing & fixingAluminiumsliding 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) 300mm x 16mm.
104Providing and fixingAluminium. anodised towerbolts (barrel type) with necessary screws etc. complete. (a)250 mm x 10mm
105(a) 200 mm x 10mm
106Providing and fixing S.S anodised handles with screws etc. complete (a) 125 mm.
107Making drain along with the apron.
108P/F curtain rods of 1.25mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs etc. wherever necessary complete (a) 25 mm dia.
109Providing 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.
110Providing 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.
111Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 50 mm thick
112Providing and fixing art work of Window arch required size and shape Elevational work& other oramental workincluded in over all rates complete in all respect.
113Centering and shuttering including strutting, propping etc. and removal of form for : (a) Suspended floors, roofs, landings, balconies and access platform
114(b) Lintels, beams, plinth beams, girders, bressumers and cantilevers
115(c) Foundations, footings, bases of columns, etc. for mass concrete
116(d) Columns, Pillars, Piers, Abutments, Posts and Struts
117Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C (Light Point)
118Wiring point for exhaust fan with 1.5 sq.mm FRLSH PVC insulated multistrandsingle core Copper Conductor cable in PVC conduit pipe partly concealedin wall&partlylaidin slab along with the reinforcement before concreting,complete with 1.5 sq.mm. FRLSH PVC insulated multistrand copper conductor cable as earthwire drawn inside the conduit continuity wire, piano type switch & ceiling rose on 3 mm thick phenolic paminated backelite sheet etc complete in all respects as directed, including matching color wash.
119Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch socket, 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.(Plug and conduit)
120Wiring forcircuit / submainwiringalongwith earth wire withthe following sizes of FRLS PVC insulated, copper conductor single core cable insurface/ recessed medium class PVC conduit as required. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire.
121Wiring forcircuit / submainwiringalongwith earth wire withthe following sizes of FRLS PVC insulated, copper conductor single core cable insurface/ recessed medium class PVC conduit as required. 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire
122Wiring forcircuit / submainwiringalongwith earth wire withthe following sizes of FRLS PVC insulated, copper conductor single core cable insurface/ recessed medium class PVC conduit as required. 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire.
123Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . 4 way (4 + 12), Double door
124Supply and fixing of single pole MCB blanking plate CAT A
125Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.Upto 450 mm sweep
126Supplying 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. 50 sqmm 3.5 core
127Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 50 sqmm 3.5 core
128Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 100 mm Dia
129Providing & fixing white vitereous china water closet squatting pan ISI marked (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10/12.5 litrsPVC low level flushing cistern with fittings & brackets 40mm dia C.P. flush pipe with fitting & clamps, 20mm over flow pipe with specials and mosquito proof coupling of approved municipal design, painting wherever required including cutting & making good the walls & floors where required. Orissa Pattern W.C. pan of size580x 440mwith integral type foot rests flush pipe and over flow arrangement.
130Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked black solid plastic seat and lid
131Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mmbrass pillar taps, brass chain with rubber plug, 32mmbrass waste of standard pattern including cutting & making good the walls wherever required. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
132Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass,including painting of fittings and cutting and making good the walls and floors wherever required : Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern
133Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. 32 mm dia (for wash basin)
13440 mm dia(for sink and urinal)
135Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers.
136Providing & fixing PTMT towelrail complete with C.P. brass brackets fixed to wooden cleats with C.P. brass screw 450mm. Long with total length of 495mm, width 78mm and effective height of 88mm 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
137Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore
138Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931a) 15 mm nominal bore
139Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931a) 15 mm nominal bore
140Providing 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
14175 mm dia
142Providing 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
14375 mm dia
144Providing 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. Coupler 110 mmBend 87.5°
145110 mm bend
14675 mm bend
147Shoe plain 110 mm bend
14875 mm bend
149Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
150Making 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.
151Providing 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. 20 mm dia nominal outer dia
152Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. Exposed on wall.(internal work)15mm dia nominal bore
15320mm dia nominal bore
15425mm dia nominal bore
155Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality.15mm dia nominal bore.
15620mm dia nominal bore.
15725mm dia nominal bore.
158Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :15mm dia nominal bore.
15920mm dia nominal bore.
16025mm dia nominal bore.
161Providing and fixing gun metal gate valve with wheel of approved quality.25mm dia nominal bore
162Providing and fixing brass stop cock of approved quality : 20 mm nominal bore
163Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
164Excavating 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.
165Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : a) 150mm diameter
166Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. a) 150mm diameter
167P & fixing square mouth S.W. Gully trap grade "A" comp. with C.I. grating brick masonry chamber with F.P.S. bricks of class designation 75 & water tight C.I. cover with frame of 300 x 300mm. size (inside) the weight of cover to be not less than 4.50 Kg & frame to be not less than 2.70 Kg as per standard design. a) 150 x 100 mm. size P type
168Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: nside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :
169Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid 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 :
170Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar
171Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. In all kind of soil upto 1.5m depth
172In all kind of soil upto 1.5m to 3.0m. depth
173In all kind of soil upto 3.0m to 4.5m. depth
174Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size)
175Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand)
176Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement.
177TMT Fe-500 or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
17815 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand)
179Providing 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.
180Providing and fixing C.I. tee at the inlet and outlet of septic tank.
181Providing & fixing 75mm dia vent pipes.
182Providing & fixing of 75mm dia cast iron terminal guard.
183Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter
184M.D. -2.5- Circular shape 450mm internal diameter
185Making 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
186SOMESHWER MAHADEV KUND DEVLOPMENT
187Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidatingwith road roller including making good the undulations etc. and re-rolling the sub grade anddisposal of surplus earthwith lead upto 50 metres.
188Excavating, 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
189Earth 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), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
190Providing and laying in position cement concrete of specified grade excluding the cost ofcentering 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) ,including cost of form- work,in foundation and floors.
191Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the rechargepit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
192Supplying, & Fixing of L.D.E.P. Sheet 100 Micron, all complete as per direction of Engineer-in-charge.
193R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 (1 cement : 1.5 coarse sand : 3 stone aggregates) in Slab excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than (M-20)
194R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit in the proportion of 1:1.5:3 (1 cement : 1.5 coarse sand : 3 stone aggregates) in Column excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than (M-20)
195First class brick work in 1:4 cement and coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
196P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
197Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath,parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size rn, finishing and sweeping extra sand. complete all as per direction of Engineer-in Charge 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern
19840 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.
199Centering and shuttering including strutting, propping etc. and removal of form for : (d) Columns, Pillars, Piers, Abutments, Posts and Struts
200ENTRANCE GATE
201Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
202Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
203Reinforced 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(zone-III) : 3 graded stone aggregate 20 mm nominal size).
204Reinforced 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(zone-III) : 3 graded stone aggregate 20 mm nominal size).
205Providing 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 (zone-III): 3 graded stone aggregate 20 mm nominal size)
206Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
207P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.M 20 F.E. 500
20815 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand
209Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :New work (Two or more coats applied @ 1.43 ltr/ 10sqm over and including priming coat of exterior primerapplied @ 2.20 kg/ 10 sqm)
210Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacture, over the plasterd wall surface to prepare the surface even and smooth complete.
211Mild steel or iron work in heavy sizes such as built up gates record rack, roof work, gates etc. brought to required form including drilling holes revitting or welding where necessary, and also including supply of steel bolts, nuts, wastage etc. and their fixing require for proper completion of the work.
212Painting two coats over priming coat on steel & other metal surfaces upto 10 cmwidth or sq,mt in areas with superior synthetic enamel such as Luxol-3 Hi-gloss apcolite superlac, Dulux specified finishing to give an even shade & incl. cleaning the surface of all dirt, dust & other foreighn matter sand preparing and knotting incl. cost of all etc. required for proper completion of work.
213Centering and shuttering including strutting, propping etc. and removal of form for : (a) Foundations, footings, bases of columns, etc. for mass concrete
214(b) Suspended floors, roofs, landings, balconies and access platform
215(c) Lintels, beams, plinth beams, girders, bressumers and cantilevers
216(d) Columns, Pillars, Piers, Abutments, Posts and Struts
217Cost for writing letters & LOGO
218Cost of Top shikhar
219cost of toran in sand stone 3.0 m wide 0.280x0.280 with ornamental feature.
220INTERLOCKING FLOORING
221Earth work in Excavation in trenches for foundations pipes cable etc in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 50 meter and including filling, watering and ramming of excavated earthdisposal of sur-plus earth as directed by the Engineer incharge up to a distance of 50 meters from the foundation trenches. (DSR 2.8.1)
222Providing and layingin cement concrete 1:4:8 (1 cement: 4 coarse sand : 8 graded Stone aggregate 40 mm nominal size) and curing complete, including cost ofform-work, in foundation and floors. DSR 4.1.8
223M-150 brick work in 1:4 (one cement and four coarse sand sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.
22440 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.
225BENCHES
226Providing & fixing of Benches
227FRESCO PAINTING ON WALL
228Providing & fixing of FRESCO PAINTING ON WALL
229SOLAR LIGHT
230Providing & fixing of SOLAR LIGHT
231SINAGE
232Providing and fixing machine cut, mirror / eggshell polished , Marble stone work with Engraving letters in hard stone on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 oarse sand) laid and jointed with white cement slurry @ 3.3 kg/sqm including pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing, polishing etc. all complete as per Architectural drawings, and as directed by the Engineer-in-Charge. a. 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark Emperadore etc.
233Engraving letters in hard stone
234Providing and Eracting direction and place indification retro refectorisedsign as per IRC-67 made of high intensity grade sheeting .the retro reflective sheeting type-IV shall be tested for 3-year outdoor wheathering test in indian condition as per IRC-67:2012 and proof of thesame in form of Govt. report shall be uploded while quoting tender.while clause 801.3 fixed over aluminuam sheeting 2 mm thick with area excedding 0.9 sqm.supoorted on mild steel single angle irion post 75x75x6 mm 2 nos firmly fixed with to the ground by means of properly designed foundation with M-15 Grade cement concrete 45x45x60 cm below ground as per approved drawing complete. (Morth-801 8.6-Base)
235suplly and fixing of Bollard single side out of 2 mm thick aluminuam sheet welded poly shaped to make it monolithic pillar size 1200 mm high bollard is having frame 900x900 mm and 600 mm dia for fixation made out 35x35x5 mm angle irion and from side is fully cover (size of founsdation 0.45x0.40x0.600mm)
236G.S.T. Extra as per Applicable
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