Tender For Redevelopment Of Polo View Road As Pedestreian Walkway., Srinagar-Jammu And Kashmir

TDR : 29551718

Tender Notice
Corrigendum Details
BOQ

Expired

Srinagar , Jammu And Kashmir

Tender Brief : Corrigendum : Tender For Redevelopment Of Polo View Road As Pedestreian Walkway.

Document Fees
₹ 5000 /-

EMD
Refer document

Tender Value
₹ 5.30 Crore /-

Submission Date
05-11-2021

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	28-10-2021	Replies to Pre Bid Queries	Technical Bid	05-11-2021
2	28-10-2021	Extension in Critical Dates	Date	05-11-2021
3	23-10-2021	Pre Bid Meeting Link	Other	28-10-2021
4	21-10-2021	Pre Bid Meeting Postponed	Date	28-10-2021

Name of Work:REDEVELOPMENT OF POLO VIEW ROAD AS PEDESTREIAN WALKWAY.

Sl. No.	Item Description
1	Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres
2	Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means).
3	Taking out existing kerb stones of all types from footpath/ central verge,including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge.
4	Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge.
5	Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge
6	Demolishing brick work in Cement Mortar manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge
7	Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:In cement mortar
8	Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc.including dismembering and stacking within 50 meters lead
9	Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 meters lead.
10	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC,carriage of mixed material by tippers to work site, for all leads & lifts,spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
11	Disposal of Surplus Earth/Dismantaled material/Rubbish upto the lead, including Loading,unloading all work complete as per direction of Engineer in charge:a) From 0 Km to 5 km Lead
12	b) From 5 Km to 10 km Lead
13	c) From 10 Km to 15 km Lead
14	Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
15	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
16	Supplying and filling in plinth with fine sand under floors including, watering,ramming, consolidating and dressing complete.
17	Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
18	Providing and laying in position specified grade of cement concrete excluding the cost of centering and, shuttering , All work up to plinth level 1:4:8 (1cement: 4 coarse sand : 8 graded stone aggregate (20mm nominal size)
19	Providing and laying in position specified grade of cement concrete excluding the cost of centering and, shuttering , All work up to plinth level 1:2:4 (1cement: 2 coarse sand : 4 graded stone aggregate (20mm nominal size)
20	Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
21	Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc
22	Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications,cement content not to be less than 150 Kg/cum, optimummoisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge.
23	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including makingdrainage opening wherever required complete etc. as per direction of Engineer-incharge
24	Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge
25	Random Rubble masonry with hard stone from Quarryin foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand)
26	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
27	Providing and Fixing steel in dowel bar and tie rod including craddle, laps etc. complete required as per design.Mild steel and medium tensile steel bars
28	Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete with welding
29	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
30	Providing & fixingPrecoated galvalume profile sheets 0.50 mm TCT having a crest height of 28-32mm at 195mm pitch and effective width of 975-1000mm and length to suit site requirement to the purlins using self drilling and selftapping fasteners of reputed make withpurlin sheet using self drilling and self tapping fastners & Fixingflashings, valleys and ridges of colour coated galvalume plain sheetusing self drilling and selftapping fasteners of reputed makel complete and as directed.The contractor shall give a minimum of 10 years guarantee for sheets against deterioration, disintegrations loss of luster, variation in colour, etc. and leakages across laps, fasteners etc. All types of steel sheets shall be load tested to satisfy 1.10 times the design wind load and coating thickness to the satisfaction of the Engineer-in-Charge. Fasterners shall also be load tested. The Contractor is to submit design and shop drawings for approval on the sheet profile, design and fabrication details before installation(including cost of all material, leads, lifts and carriages etc upto site of work complete).
31	Providing ridges or hips of width 60 cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I.limpet and bitumen washers complete (0.80 mm thick with zinc coating not less than 275 gram/m2)
32	Providing and fixing eaves boarding of second class kail wood of approved design including all wastages and carriages complete.300x40 mm (nominal size)
33	Providing and fixing of of 50x50 mm thick kail wood cornices including all carriage, complete.
34	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-incharge.Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
35	15mm Cement plaster on the rough side of single or half brick wall of mix: 1:4 ( 1 cement : 4 coarse sand)
36	12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 4 (1 cement : 4 fine sand)
37	20 mm Cement plaster on Outer side of mix: 1 : 6 (1 cement : 6 coarse sand)
38	6 mm plaster in 1:3 (1 cement : 3 fine sand) on cement concrete or reinforced cement concrete work with white cement based polymer modified self curing mortar of approved make as per the direction of Engineer-In-Charge.
39	Centering and shuttering including strutting, propping etc. and removal of form work for:a)Foundations, footings, bases for columns
40	b) Columns, piers, abutments, pillars, posts and struts
41	c) Suspended floors, roofs, landings, balconies and access platforms
42	d) Edges of slabs and breaks in floors and walls Under 20 cm wide
43	Dry random rubble masonry with hard stone in foundation and plinth:With bond stone.
44	Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with:Cement mortar 1:6 (1 Cement : 6 coarse sand)
45	Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in Superstructure including curing in :1:6 (1 cement:6 Coarse Sand)
46	Ruled/flush pointing on white sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio 1:1.5:1/2 one lime : 1.5 surkhi ( 50% red and 50% light yellow surkhi):1/2 marble dust ( the rate is inclusive of all materials and labours involved except scaffolding)
47	Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in superstructure and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand)
48	Providing and fixing factory made PVC door frames of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and jointed with two numbers of 150mm long brackets of 15x15mm MS square tube, the vertical door profiles to be reinforced with 19x19mm MS square tube of 19 gauge, EPDM rubber gasket weather seal to be provided throughout the frame. The door frame to be fixed to the wall using MS screws of 65/100mm size complete as per manufacturers’ specifications and directions of engineer-in-charge
49	Providing and fixing to existing door frames,30mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 60x30mm and wall thickness 2mm +/-0.2mm with inbuilt decorative moulding edging on one sides. TThe pannels filled vertically and tie bar at two places by inserting horizontally 6mm galvanized MS rod and fastened with nuts and washers, complete as per manufacturers’ specification and direction of engineer-in-charge.
50	Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & sizeTwo track two panels sliding window made of (small series) frame 52 x 44 mm &sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension. (Area of window upto 1.75 sqm)dimension of uPVC extruded glazing beads and uPVC extruded interlocks,according to uPVC profile), appropriate EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware\"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.
51	Providing and fixing following Fitings with necessary screws etc. complete.a) Bright finished brass tower bolts 150 mm
52	b) 125 mm Brass handles conforming
53	c) L-Drops (200 mm Long)
54	Providing & Fixing of C.P. Brass single lever basin mixer without poping water with 450 mm long copper pipe and brass nuts complete including & making good the walls / Floorswherever required.
55	Providing & Fixing recessed type stainless steel toilet paper holder of approved makes. Including cutting hole in the masonary/R.C.C wall and making good with cement mortar.
56	Providing & Fixing liquid soap dispenser of approved make. Including screws, washers and rawal plug etc.
57	Providing & Fixing CP brass short body bib cock including, necessary flange, cutting and making good he walls / floors wherever required complete.
58	Providing & Fixing CP brass long body bib cock including, necessary flange, cutting and making good he walls / floors wherever required complete.
59	Providing & Fixing 15 mm dia C. P. Brass angle valve with C.P. brass flange, complete inlcuding cutting and making good the Walls / Floors wherever required.
60	Providing & Fixing CP towel rod with CP brass bracket of approved make fixed to PVC rawl plug with CP brass screws, making holes in walls & making good the same.
61	Providing and Fixing Following CP Fittings:a) Angle Valve
62	b) CI Grating
63	c) PVC waste pipe
64	d) Connector 0.60 m
65	e) Long Bend
66	f) Nipple 15 mm
67	g) 20 mm dia ball valve
68	h) 20 mm dia union
69	i) 20-15 mm Reducer
70	j) Nipple 20 mm
71	k) 15 mm dia union
72	Providing and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.Medium:a) 15 mm dia. nominal bore
73	b) 20 mm dia. nominal bore
74	Providing 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 Capacity 1000 Lts (2 Nos)
75	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P.brass pillar taps
76	Providing 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
77	Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass 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 wall sand floors wherever required:Range of three half stall urinals with 10 litre P.V.C.automatic flushing cistern
78	Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
79	Providing and Fixing 150 mm dia M.S.Pipe for outside Support as per approved Drawing and as per the direction of Engineer in Charge
80	Perforated pedal dustbin round with sling Dimensions:450mm dia 25 liter capacity with necessay fittings of Stainless steel, handle lid, opening assembly. Dustbins are used as waste basket for dry waste like papers and office waste & also used as for soiled clothes. Made From High Quality Stainless Steel, including fixing at site in cement concrete block
81	Providing and layingfine chisel dressed Devri Stone of size 300x200 mm face with 150 mm depth in cement mortar 1: 6 (1 cement : 6 coarse sand) above plinth level including curing
82	Provding and Placing Fine Chissel Devri Stone of Size 1500x600x450 mm for seating arrangement at Polo view as per the Direction and upto the satisfaction of Engineer in Charge.
83	Flooring with Cobble stone of approx. Size 125x125x75 mm (thick) laid on 25 mm average thick cement mortar 1:3 ( 1 cement : 3 Coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the stone, laid in approved pattern complete in all respect as per direction of Engineer-in-charge.
84	Providing and laying30 mm thick,Devri stone (anti Skid,prefably Fine Hand Chiselled) of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
85	Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4(1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
86	Providing and laying 18 mm thick gang saw cut of specified thickness, mirror polished pre- moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
87	Providing edge moulding to 18 mm/16 mm thick marble stone counters, Vanities etc.including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge Granite Stone
88	Kota stone slab flooring 25 mm thick over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing, polishing and curing complete with base of cement mortar 1:4 (1 cement : 4 coarse sand) :
89	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shades,in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint withwhite cement and matching pigments etc. complete
90	Providing and laying 12.5 mm thick anti skid Vitrified tiles in different sizes , with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shades,in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint withwhite cement and matching pigments etc. complete
91	Providing 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete
92	Providing and Fixing Wooden Planks of size 300x30 mm mm of second Class Deodar wood of required size and as per approved drawing,specification and upto the satisfaction of Engineer in Charge.
93	Providing and applying 2 mm thick white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete
94	Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over an`under coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture
95	Painting steel work with deluxe multi surface paint of required shade to give an even shade. Two or more coats applied @ 0.90litre/10sqm over an under coat of primer applied @ 0.80litre/10sqm of approved brand and manufacture
96	Inside Paint by Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer
97	Outside wall Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm)
98	Providing and injecting Chemival Emulsion for Post construction (For Office Building and toilet Building) Anti-termite Treatment with Chlorpyrifos/Lindane Emulsifiable concentrate (E.C.) 20% with 1 % concentration.
99	Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
100	Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity
101	Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
102	Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG-10 and blinding surface with 0.90 cum of stone aggregate of 6.7mm size (Passing 11.2mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface including rolling and finishing with power road roller all complete.
103	Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm.
104	Providing and fixing factory made precast RCC perforated drain covers,having concrete of strength not less than M-25, of size 1000x450x50 mm reinforced with 8 mm dia four nos longitudinal and 9nos cross sectional T.M.T hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S flats of size 50mmx1.6mm complete all as per direction of Engineer-in-charge.
105	Providing and Fixing uPVC, P or S trap of self cleansing design with / without vent. Arm Setting in cementconcrete 1:2:4 mix complete including cost of cutting & making good the Wall / Floors wherever required. 110 mm inlet & 110 mm outlet.
106	Providing, Fixing, testing and commissioning of uPVC cleanout plug conforming to IS:14735 – 1999 complete with all fitting, accessories and civil works.110 mm dia.
107	Providing and Fixing uPVC floor drain including all fitting and accessories fixed in cement mortar complete in all respect.110 mm OD x 63 mm OD
108	P/Fixingstainless steel grating with rim of approved design including setting in floor with cement mortar. (For Floor Trap/Floor Drain) 125 mm x 125 mm
109	Providing, fixing, testing & commissioning of forged brass nickle plated lever operated ball valve of full bore with forged brass hard chrome plated ball with min. working pressure of 10 Kg/cm2 Hydraulic test pressure at seat & shell shall be 16 Kg/cm2 . Lever should be anti rust coating, complete in all respects (For Domestic CWS/FWS Application).:a) 15 mm dia
110	b) 40 mm dia
111	Providing and fixing forged brass auto air vent valve 10 PN rating including all fitting & accessories.15 mm dia
112	Providing and laying 600 mm dia. R.C.C.non-pressure pipe of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete.
113	Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of 300 mminternal diameter Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material,labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.
114	Providing, lowering, laying in trenches, aligning, fixing in position and jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6 Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-2000) of following outer dia with all accessories (excluding specials) complete including all material,labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer 110 mm dia Pipe (for connecting the out let to Existing Septic Tank)
115	Providing and fixing on wall face un-plasticized 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,Single Socketed pipes 75 mm diameter.
116	Constructing brick masonry chamber 455x610x750 mm for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I.cover with frame (light duty) 455x610 mm internal dimensions, total kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm 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 :
117	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (Heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
118	Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreignmaterial etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
119	Providing Retro-reflective regulatory sign board of size 900mm diameter made out of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated lens type retro-reflective sheeting as approved by Engineer-in-charge. Letter, symbols, borders, etc. will be as per IRC:67 with required colour scheme on the boards and with the high intensity grade A. the aluminum sheet to be riveted to M.S. frame of angle iron of size 40x40x4mm. The boards will be fixed to 1 No. 50x50mm square post made of M.S. angle 50x50x4mm, 4m long welded to the frame with adequate anti-theft arrangement. Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminum sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per directions of Engineer-in-charge.
120	Providing and Fixing Hydraulic Bolards at Entry and Exit of Polo View Market as per specification and approved by engineer in charge.
121	Providing and Fixing Simple Fixed stainless steel Bolards at Entry and Exit of Polo View Market.as per specification and approved by engineer in charge.
122	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 steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. a) Group C
123	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
124	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.:a) 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
125	b) 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
126	c) 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
127	Supplying 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. a) 20 mm
128	b) 25 mm
129	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.a)5/6 A switch
130	b) 15/16 A switch
131	c) 3 pin 5/6 A socket outlet
132	d) 6 pin 15/16 A socket outlet
133	Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required.a) 1 or 2 Module (75mmX75mm)
134	Supplying 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.
135	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
136	Supplying 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.
137	Installation, testing and commissioning of ceiling fan, including wiring the down rods 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.
138	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.a) Upto 450 mm sweep
139	b) Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.
140	Installation, testing and commissioning of pre-wired,fluorescent fitting / compact fluorescent fitting of all types,complete with all accessories and tube/lamp etc., including supplying and fixing ball and socket arrangement, 2 Nos. down rods of 20 mm dia X 1.6 mm thick steel conduit upto 30 cm length, painting and wiring the down rods and connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
141	Supplying and fixing following way, single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess,complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)a) 8 way , Double door
142	Supplying 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.a) Single pole and neutral
143	b)Double pole
144	Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
145	Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. asrequired.a) 25 A
146	Earthing with copper earth plate 600 mm X 600 mm X 3 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.
147	Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with nut, bolt, spring, washer etc. as required.(Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)
148	Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.a)2 x 4 sq. mm
149	Providing and Fixing 9.0 meter Octagonal pole of 3mm thickness havin top dia 70 mm and bottom dia 155 mm and base plate size of 260X260X16 and suitable foundation bolts wiht double arm bracket of 1.5mtr. Bajaj/Valmount/Philips all including the Foundation of required size as per design and upto the satisfaction of Engineer in Charge.
150	SITC of high-quality integrated LED Street Light with a minimum system lumen of 9900 Lm and system wattage not exceeding 90W with a nominal efficiency 110 lumen/watt. CCT of 5700K with SDCM of < 5 and CRI >70. The housing should be of non-corrosive high-pressure die-cast aluminum with heat resistant toughened clear glass to with stand extreme environments with PF > 0.95. Lifetime of 50K hours @L70.The Ingress protection should be minimum IP 66 with an IK rating of 07. The Luminaire should have 5KV internal 10KV external surge protection in the Luminaire.Manufacturer shall have inhouse lab approved by NABL or ministry of science of govt of India. LM 79 and LM80 reports need to be submitted from a NABL/UL accredited lab to verify above parameters. Philips/Bajaj/Wipro
151	Providing and Fixing 4M height Double arm Classic Ornamental Combo Pole with base made out of S.G.Iron grade 500/7, shaft made of MS Pipe in 3 Sections (Bottom dia : 90 mm, Middle dia 90, Top dia : 90 mm) and rings made of Cast Iron and base casting made out of S.G.Iron grade 500/7, painted with Polyurethane paint for UV stabilization. Cast Iron material used for casting of embellishments of Grade FG-150/220. MS pipes used shall be ISI – marked & of B-class as per the IS 1161. Bracket Arm is of suspended type with bracket shaft pipe of 60 mm dia 3.6mm thick and arm made of Cast Iron. Arm Width for the single arm is 900 mm. Embellishment on bracket arm is made of cast iron heritage type. Each cast piece is shot blasting to remove all its external dirt and residues etc. All CI & MS units are given an extensive treatment with PU based etch primer and paint prescribed for such surfaces to make it absolutely rust and corrosion proof, as well as giving it a pleasing appearance through antique finish. Minimum DFT level is 60 Microns. All the joints and carvings of the pole unit shall be free from any kind of distortion for a pleasing aesthetic look. The pole is structurally designed to sustain desired wind load at location. The Pole unit should be grouted using 3 nos. anchor J-bolts of size M-20 x 600 mm long with PCD 345mm confirming to EN 8 Grade. Total height of the pole along with Bracket is 6000mm. A suitable service window shall be provided in the base of pole to allow access to electrical connections and terminations Double arm bracket at 4 mtr hieght . Approved Make- BAJAJ 4M Monarch Bajaj/Valmount/Philips.all including the Foundation of required size as per design and upto the satisfaction of Engineer in Charge.
152	Design, Supply, Installation, Testing and Commissioning of LED Landscape Outdoor Post Top luminaire in suspended manner having an approximate size of 564mm outer diameter and 495mm height, Die cast Aluminium housing with PDC heat sink, Optical grade injection moulded polycarbonate diffuser and graphite grey UV resistant colour, Constant current electronic driver provided with high voltage, open & short circuit protection and ambient temperature -10°C to + 40°C, having an ingress protection of IP65 (LED Compartment) and impact protection of IK05. Luminaire is suitable for operation on single phase AC supply: 220-240V, power factor = 0.95, THD = 15%, Internal Surge Protection of 4kV with following specifications of light Engine for 45W: 3600 Lumens, Type II Street lighting Optics, 5700K + 500K CCT, 70 CRI and lumen maintenance of L70 at 50,000 hours. IP65 connectors, accessories etc. complete with all respects. Make – BAJAJ /PHILIPS/WIPRO “BORAGE Small” LED Post Top Luminaire (BCF BOR 45W LED WH CL PT)
153	Cleaning and Removing of Sludge from Existing septic Tank by Sucker Jetting Machine and transport the sewage upto the STP.

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Tender For Redevelopment Of Polo View Road As Pedestreian Walkway., Srinagar-Jammu And Kashmir

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