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Proposed Waterfront Development Of Jagannath Dighi At Udaipur, Gomati District, Tripura 2Nd Phase, Sh Construction Of Footpath, Sitting Landscaping Area, Boundary Wall, Peripheral Storm Water Drain With Cross Drainage Works, Toilet Block 2 Nos., Udaipur-Tripura

Public Works Department-PWD has published Proposed Waterfront Development Of Jagannath Dighi At Udaipur, Gomati District, Tripura 2Nd Phase, Sh Construction Of Footpath, Sitting Landscaping Area, Boundary Wall, Peripheral Storm Water Drain With Cross Drainage Works, Toilet Block 2 Nos.. Submission Date for this Tender is 14-06-2021. Footpath Work Tenders in Udaipur Tripura. Bidders can get complete Tender details and download the document.




Tender Notice

27927754
Proposed Waterfront Development Of Jagannath Dighi At Udaipur, Gomati District, Tripura 2Nd Phase, Sh Construction Of Footpath, Sitting Landscaping Area, Boundary Wall, Peripheral Storm Water Drain With Cross Drainage Works, Toilet Block 2 Nos.
Open Tender
Indian
Tripura
Udaipur
14-06-2021

Tender Details

Proposed Waterfront Development Of Jagannath Dighi At Udaipur, Gomati District, Tripura 2Nd Phase, Sh Construction Of Footpath, Sitting Landscaping Area, Boundary Wall, Peripheral Storm Water Drain With Cross Drainage Works, Toilet Block 2 Nos.

Key Value

Document Fees
INR 5000 /-
EMD
INR 622826.0 /-
Tender Value
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BOQ Items

Name of Work :Proposed Waterfront Development of Jagannath Dighi at Udaipur, Gomati District, Tripura (2nd Phase)/ SH: Construction of Footpath, Sitting/Landscaping Area & Boundary Wall, Peripheral Storm water drain with cross Drainage works, Toilet Block (2 No"s) & Electrical Control Room(2 No"s).
Sl. No. Item Description
1Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable material and disposal of unserviceable material.
2(i) Beyond 60 cm girth upto and including 120 cm girth
3Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. - All kinds of soil
4Earth 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 kinds of soil
5Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. - All kinds of soil
6Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.
7Supplying chemical emulsion in sealed containers including delivery as specified.
8(i) Chlorpyriphos/Lindane emulsifiable concentrate of 20%
9Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment as per IS: 6313 (Part III)- Latest revision (excluding the cost of chemical emulsion):
10(i) Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc. - With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
11(ii) Treatment of soil under plinth filling using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with sand filling: - With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
12Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:
13(i) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40 mm nominal size)
14(ii) 1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)
15(iii) 1:4:8 ( 1 Cement: 4 fine sand : 8 graded well burnt brick aggregate 40 mm nominal size
16(iv) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)
17Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded well burnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
18Centering shuttering including struttings, propping etc. and removal of form work for:
19i) Foundations, footings, bases for columns.
20Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level:
21(i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
22Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-
23(i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
24Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement-
25(i) 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)
26Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete uptoplinth level.
27(i) Thermo-Mechanically Treated bars of grade Fe-500D or more
28Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
29(i) Thermo-Mechanically Treated bars of grade Fe-500D or more
30Centering shuttering including struttings, propping etc. and removal of form work for:
31(i) Foundations, footings, bases for columns etc. for mass concrete with timber plank
32(ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply
33(iii) Suspended floors, roofs, landings, balconies and access platform with 12mm thick shuttering ply.
34(iv) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply
35(v) Columns, Pillars, Piers, Abutments, Posts and Struts with shuttering ply
36(vi) Edges of slabs and breaks in floors and walls under 20 cm. wide
37First class brick work in foundation and plinth including cost of all materials as required complete.
38(i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
39First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete.
40(i) In cement mortar 1:6 ( 1 cement : 6 fine sand ).
41Half brick masonry with first class bricks in superstructure upto floor five level including cost of all materials as required complete:-
42(i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
43Extra for providing & placing in position 2 nos 6mm dia MS bars at every 4th course ofhalf brick masonry work including anchorage in joints of 75mm in each side in superstructure for all levelincluding cost of all materials as required complete:-
44(i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
45Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-
46(i) In cement mortar 1:4 ( 1 cement : 4 fine sand ).
47Providing and fixing gangsawcutofapproved thickness mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base of cement mortar 1:4 ( 1 cement : 4 fine sand ) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing , curing, moulding and polishing to edges to give high gloss finish etc.complete at all levels:-
48(i) 18 mm thick Rajnagar Plain white marble/ Udaipur green marble/ Zebra black marble or equivalent duly approved:- - Area of slab over 0.50 sqm.
49Providingandfixing stoneslabwith tablerubbed, edgesroundedand polishedofsize75x50cmdeepand approved thicknessfixedinurinal partitions by cutting a chase of appropriate width withchasecutter and embeddingthestoneinthechasewithepoxygroutorwithcement concrete 1:2:4 (1 cement : 2 fine sand : 4 graded stone aggregate 6 mm nominalsize)as perdirection ofEngineer-in-chargeandfinished smooth including rubbing, curing etc. complete at all levels as required (measurement should be of exposed finished work):-
50(i) White Agaria Marble Stone of approved shade of 18 mm thick (75 x 50 cm).
51Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position :
52(i) Local Teak wood
53Providing 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 veeners on both faces of shutters.
54(i) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
55Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete.
56(i) Fixed to openings /wooden frames with rawl plugs screws etc.
57Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size)
58Providing and fixing IS : 1341 marked M.S. heavy weight butt hinges with necessary screws etc. complete :
59(i) 125 × 90 × 4.00 mm
60Providing and fixing aluminium tower 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 necessary screws etc. complete :
61(i) 200 x 10 mm
62Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :
63Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.
64(i) Single rubber stopper
65Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete.
66Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :
67(i) 250x16 mm
68Providing and fixingfan clamp type-Iof 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs during laying including painting the exposed portion of loop, all as per standard design complete.
69Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required:-
70(i) In grating, frames, guard bar, railing, brackets, gates and similar works, all complete.
71Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
72Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing and staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required:-
73i) M.S. tube
74Providingandfixingaluminiumworkfordoors,windows,ventilators and partitions withextrudedbuiltupstandardtubularsections/ appropriateZsectionsandothersectionsofapprovedmake conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up of gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawingandthedirectionofEngineer­in­charge.(Glazingand paneling and dash fasteners to be paid for separately) :-
75(i) For fixed portion of approved quality:- - Anodisedaluminium(anodisedtransparentordyedto requiredshadeaccordingtoIS:1868,Minimumanodic coating of grade AC 15).
76(ii) For shutters of doors, windows & ventilatorsincluding providing and fixing hinges / pivots and making provision for fixing fittings wherever required including the cost of EPDM rubber / neoprene gasket required ( Fittings shall be paid for separately ):- - Anodisedaluminium(anodisedtransparentordyedto requiredshadeaccordingtoIS:1868,Minimumanodic coating of grade AC 15).
77Providing and fixing glazing of approved quality in aluminium doors,windows, ventilator, shutters and partition etc. with EPDM rubber / neoprene gasket etc. complete as per architectural drawing and the direction of Engineer-in-charge (Cost of snap beading shall be paid in basic item) :-
78(i) With float glass panes of 4.0 mm thickness ( weight not less than 10.0 kg / sqm )
79Providing and laying ceramic floor tiles in different sizes (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 - 2017 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid over 20 mm thick cement mortar 1:4 (1 cement : 4 fine sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc. complete.
80(i) Mat Finish Tiles - Ceramictiles 1st quality300x300 mm in all shades and designs.
81(ii) Anti Skid Tiles - Ceramic tiles 1st quality 300x300 mm in all shades and designs.
82Providing and fixing 1st quality ceramic glazed wall tiles (minimum 200 x 300) conforming to IS : 15622 - 2017 (thickness to be specified by the manufacturer) of approved make in all colours, shadesof any size as approved by Engineer-in-charge in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1 : 3 (1 cement : 3 fine sand) jointed with ordinary cement slurry including pointing with white cement mixed with pigment of matching shade complete.
83Providing and fixing precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed ofcement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning complete as per direction of the Engineer-in-Charge.
84Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete.
85(i) 40 mm thick with 20 mm well burnt brick aggregate
86Providing and fixing Kota stone in floors over 20 mm thick bed ofcement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with ordinary cement slurry including pointing with ordinary cement mixed with pigment of matching shade, including rubbing and polishingcomplete.
87i) Kota stone slab 25mm thick
8812 mm cement plaster of mix
89(i) Cement mortar 1 : 4 ( 1 cement : 4 fine sand )
90(ii) Cement mortar 1 : 6 ( 1 cement : 6 fine sand )
9115 mm cement plaster on the rough side of single or half brick wall of mix:
92(i) Cement mortar 1 : 6 ( 1 cement : 6 fine sand )
936 mm cement plaster of mix:
94(i) Cement mortar 1 : 3 ( 1 cement : 3 fine sand )
95Neat cement punning.
96Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : (i) New work ( two or more coats) over and including water thinnable priming coat with cement primer.
97Finishing walls with premium acrylic smooth exterior paint with Silicon additives of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : (i) New work ( two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
98Applying priming coat [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
99(i) With ready mixed Pink or Grey primer of approved brand and manufacture on wood work ( hard & soft wood ).
100(ii) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel work.
101(iii) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat )
102Painting with synthetic enamel paint of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: (i) Two or more coats on new work
103Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface complete.
104(i) Water thinnable cement primer
105Finishing walls with water proofing cement paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] :
106(i) New work ( two or more coats applied @ 3.84 kg/10 sqm)
107Extra for lining out plaster to imitate stone or concrete blocks walling.
108Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushingcisternwithmanuallycontrolleddevice(handlelever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
109(i) White Vitreous china Orrisa pattern W.C. pan of size 580x440 mm with integral type foot rests.
110Providingandfixingwhitevitreouschinapedestaltypewatercloset (Europeantype W.C.pan)withseatandlid,10litrelowlevelwhite P.V.C.flushing cistern withmanually controlled device (handlelever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :
111(i) W.C. pan with ISI marked white solid plastic seat and lid
112Providing and fixing White vitreous china flat back or wall corner type lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265 mm sizes respectively
113Providing and fixing white vitreous china wash basin including making all connections but excluding the cost of fittings:(i) Flat back wash basin of size 550x400mm.
114Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
115(i) Semi rigid pipe- 32 mm dia.
116(ii) Flexible pipe- 32 mm dia.
117Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
118Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete
119Providing and fixing PTMT liquid soap container 109mm wide, 125mm high and 112mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colours weighing not less than 105 gms
120Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour.
121(i) 450mm long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms
122Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements weighing not less than 106 gms.
123Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg/cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving10mmgapforthermalexpansion:
124(i) Single socketed pipe - 110 mm OD
125Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised-PVCrainwater, soil, waste & vent pipesbymeansof50x50x50mmhard woodplugs,screwedwithM.S.screwsofrequiredlengthincluding cutting brick work andfixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc.
126Providingandfixing on wallface unplasticised - PVCmouldedfittings/ accessoriesfor unplasticised Rigid PVC rain water,soil, waste & ventpipes pipes conforming to IS:13592TypeAincludingjointingwith sealringconformingtoIS: 5382 leaving 10 mm gap forthermalexpansion:
127(i) Coupler - 110 mm
128(ii) Single equal tee without door - 110x110x110 mm
129(iii) Single equal tee with door - 110x110x110 mm
130(iv) Bend 87.5° - 110 mm
131(v) Doubleequal junction of required degreewithout door - 110x110x110x110 mm
132(vi) Doubleequal junction of required degreewith door - 110x110x110x110 mm
133(vii) Terminal guard - 110 mm
134Providing and fixing to the inlet mouth of rain water, soil, waste & ventpipes pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. complete.
135Providing and fixing G.I. pipes of medim class as per IS : 1239 with latest amendment complete with G.I. fittings and clamps, including cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge. Internal work- Exposed on wall
136(i) 15 mm dia. nominal bore
137(ii) 20 mm dia. nominal bore
138(iii) 25 mm dia. nominal bore
139(iv) 40 mm dia. nominal bore
140Making connection of G.I. distribution branch with G.I. mainfollowing sizes by providing and fixing tee, including cutting and threading the pipe etc. complete as per CPWD specification and direction of the Engineer - in - charge.
141(i) 25 to 40 mm nominal bore
142Providing and fixing brass bib cock of approved quality :
143(i) 15 mm nominal bore
144Providing and fixing brass stop cock of approved quality :
145(i) 15 mm nominal bore
146Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end):
147(i) 25 mm nominal bore
148(ii) 40 mm nominal bore
149Providing and fixing gun metal non-return valve of approved quality (screwed end):
150(i) 25 mm nominal bore - Vertical
151(ii) 40 mm nominal bore - Vertical
152Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
153Painting G.I. pipes and fittings with synthetic enamel white paint with two coats overa ready mixed priming coat, both of approved quality for new work :
154(i) 15 mm diameter pipe.
155(ii) 20 mm diameter pipe.
156(iii) 25 mm diameter pipe.
157(iv) 40 mm diameter pipe.
158Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete :
159(i) 150 mm diameter
160Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed concrete as per standard design:
161(i) 150 mm diameter S.W, pipe
162Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
163Constructing brick masonry chamber for underground C.I. inspection chamber and bends with 1st class bricks in cement mortar 1:4 (1 cement : 4 fine 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 23kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 fine sand : 4 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 fine sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :
164(i) Inside dimensions 455x610 mm and 45 cm deep for single pipe line :
165Demolishing cement concrete manually / by mechanical means including disposal of material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge:-
166i) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
167Demolishing reinforced cement concrete manually / by mechanical means including stacking of steel bars properly and disposal of unserviceable material with all lifts and upto 50 m lead etc. complete as per direction of the Engineer- in-charge.
168Demolishing brick work including stacking of serviceable materials and disposal of unserviceable materials with all lifts and upto a lead of 50m etc. complete as per direction of the Engineer- in-charge:-
169(i) In cement mortar.
17060 mm thick factory made c.c. interlocking paver block of M-35 Grade.Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm 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 fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per specifications & approval/ direction of Engineer-in-Charge.- (a) 60 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern.
171150 mm inner Dia. PVC Pipe Providing and laying 150 mm inner Dia. PVC Pipe (including pipe bends and its joining) on horizontal and sloped ground of compacted earth etc. all complete as per specifications & approval/ direction of Engineer-in-Charge.
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