Tender For Construction Of Sports Complex In Giridih Block Under Giridih District, Giridih-Jharkhand

TDR : 55122335

Tender Notice
BOQ

19 Days Left

Giridih , Jharkhand

Tender Brief : Tender For Construction Of Sports Complex In Giridih Block Under Giridih District

Document Fees
₹ 10000 /-

EMD
₹ 1417000.0 /-

Tender Value
Refer document

Submission Date
08-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	Earth work in excavation in foundation trenches in ordinary soil (wide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50M, including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I
2	Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume).
3	Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume).
4	Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume).
5	Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size .
6	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement: 3 coarse sand (zone-III) : 6 graded stone aggregate 40 mm nominal size )
7	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement: 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size )
8	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size )
9	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement: 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size )
10	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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 )
11	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work ; using coarse aggregate and fine aggregate derived from nature sources, portland pozzolana / ordinary portland / slag cement admistures in recommended proportions as per IS : 9103 to accelerate / retared setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All work up to Plinth level
12	Concrete of M25 grade with minimum cement content of 330 kg/cum
13	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work ; using coarse aggregate and fine aggregate derived from nature sources, portland pozzolana / ordinary portland / slag cement admistures in recommended proportions as per IS : 9103 to accelerate / retared setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All work plinth level Above upto floor V level
14	Concrete of M25 grade with minimum cement content of 330 kg/cum
15	Providing Tor steel reinforcement of 8 mm. dia rods as per approved (TMT Fe 500) (Only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel steels Ltd. Bokaro and Vizag (RINL)
16	(a) 10mm (TMT FE 500) (Only valid for SAIL, TATA Steel, JSPL,Vizag Steel)
17	(b)12mm (TMT Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steel Ltd, Bokaro and Vizag RINL)
18	© 16mm (TMT Fe 500) (only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steel Ltd, Bokaro and Vizag RINL)
19	20/25 mm dia TMT bar Fe 500 (only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steel Ltd, Bokaro and Vizag RINL)
20	Centering and shuttering including strutting, propping etc. and removal of form for
21	Foundations, footings, bases of columns, etc. for mass concrete
22	Lintels, beams, plinth beams, girders, bressumers and cantilevers
23	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc
24	Columns, Pillars, Piers, Abutments, Posts and Struts
25	Suspended floors, roofs, landings, balconies and access platform
26	Suspended floors, roofs, landings, balconies and access platform
27	Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\\"x 4.5\\" x 3\\") in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, rakingout joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I
28	Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
29	Providing designation 100 A brick work in super Structure with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\\"x4.5\\"x3\\" in C.M (1: 6) in super structure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick /mortar joints, cost of scr`eening materials, raking out Joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.
30	Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 100 mm/125 mm thick with Grade-1 AAC blocks of density of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
31	Providing 6mm Cement Plaster (1:4) in ceiling with clean course sand of F.M 1.5 including screening , curing with all leads and lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I.
32	Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M 1.5 including screening , curing with all leads and lifts of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I
33	Providing 12mm thick cement plaster (1:4) with clean coarse sand of F.M 1.5 including screening , curing with all leads and lifts of water,scaffolding taxes and royalty all complete as per building specification and direction of E/I
34	Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.
35	Ordinary Rock
36	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.
37	Ordinary Rock
38	Carriage rate of materials by diesel truck (8.M.T.capacity ) including loading, unloading and stacking on pucca road lead up to 4 KM.
39	Excavating, supplying 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 xceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
40	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
41	Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
42	Two coats
43	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
44	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)
45	Finishing walls with textured exterior paint of required shade :
46	New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
47	Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.
48	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
49	Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness,including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge
50	Profile B Fixing with adjustable lugs with split end tail to each jamb
51	Supplying, fitting and fixing 35mm thick solid core type non- decorative single leaf flush shutters in doors and windows with black board core blended with high quality phenol formal dehyde synthetic resin both side commercial veneered of standard make with oxidised iron fittings all complete as per building specification and direction of E/I.
52	Providing primer one coat of approved shade and make over new wooden surface including preparing the surface after cleaning , removing dirt, scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction E/I
53	Providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after removing dirt, scales, smokes, grease and sand papering , including cost of scaffolding and taxes all complete as per building specification and direction of E/I
54	Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer-in-Charge
55	Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading
56	Supplying fitting and fixing MS grill made of 20x6mm MS Flat as per approved design and drawing properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I
57	Supplying, fitting and fixing fully glazed steel door, windows or ventilations of standard rolled 'Z' and mullion steel sections and size as per IS-1038 joints met and welded with 100x16x3mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15x10x10cm, size including cost of oxidised iron fittings, with hinges, handle per steps, catch springs, 3mm thick plain glass panes with Aluminimum beads and inner frame fixed with lugs with 20mm long 6.3mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storys and taxes all complete as per building specification and direction of E/I.
58	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
59	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
60	Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
61	Providing two coats of synthetic enamel paint of approved shade and make over steel surface including preparing the surface after cleaning , removing dirt, scales, smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction E/I
62	Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS :1068) transparent or dyed to required colour and shade with necessary screws etc. complete
63	Twin rubber stopper
64	Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868 ), tranparent or dyed to required colour or shade with nuts and screw etc. complete
65	250x16 mm
66	Providing and fixing aluminium handle ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868 ), tranparent or dyed to required colour or shade with nuts and screw etc. complete
67	125 mm
68	Providing and fixing aluminium tower, bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868 ) transparent or dyed to require colour or shade with necessary screw etc. complete
69	200x10 mm
70	Providing and fixing fan hook of 16 mm dia M.S. bar 1 metre long bent to required size and shape placed in position and fixed in R.C.C. Slab/beam at the time of casting all complete as per building specification and direction of E/I. (where material is not supplied by Deptt).
71	Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
72	Providing and laying vitrified Paring / Industrial tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622/ISO 13006 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 300x300mm sizes
73	Providing and laying 6mm precast glazed tiles in walls over 12mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including (rubbing , polishing and cost of curing taxes and royalty all complete as per building specification and direction of E/I.
74	With \\"A\\" grade
75	Providing and laying 25mm thick kota stone slab flooring of approved size, texture and colour over 19mm thick base of lime mortar (1:1:1) (lime putty: surkhi: coarse sand) laid over and joined with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing , taxes and royalty all complete as per building specification and direction of E/I.(iv) 600 x 600 mm size
76	Providing and fixing 18mm thick gang saw cut mirror polished premoulded and prepolished machine cut for kitchen platform vanity counters window sills facias and similar locations of required size approved shade,colour and texture laid over 20mm thick base cement mortar 1:4, joints treated with white cement , mixed with matching pigment, epoxy touchups, including rubbing , curing, molding and polishing to edges to give high gloss finish.
77	Granite stone slab of colour black cherry /rubey red area of slab over 0.5 Sq.mt.
78	Extra for pre finished nosing to treads of step of marble stone
79	Water Proofing for New Roof Slab - Providing and laying water proofing treatment on roof slab by applying two component, factory designed, ready to use, acrylic modified flexible material applied with brush, roller or spray for water proofing coating as per manufacturer specifications with following steps : -
80	(a) Surface preparation : - Providing and cleaning of concrete surface to remove dust, oil grease including removal of existing loose paint/ coating, and cement laitance by cleaning with compressed air & water jet including all materials, labour, tools complete. Ponding test to be done after plugging all outlets and to be checked from soffit to identify seepage, leakage. On identification of seepage, cement grouting to be done with non shrink expanding admixture of Sika India Pvt. Ltd./ MYK Schomberg/ Dr. Fixit/ Fosroc or equivalent. Providing and repairing of all corners and joints such as those between the parapet wall and the roof slab etc shall be chamfered with 150mm x 150mm fillet of mortar (Cement sand- 1:4) admixed with acrylic polymer of Sika/ Fosroc/ MYK Schomberg/
81	Dr. Fixit or equivalent. Before chamfering a prime coat shall be given with the slurry of acrylic polymer. Repairing surface irregularities, damaged concretein base slab, dead cracks if any, with an acrylic polymer modified repair mortar including a coat of bonding agent of the same with cement slurry including all material, labour, tools complete.
82	(b) Ist Coat:- Apply 1st coat of two component acrylic modified, ready to use, flexible cementitious material on surface saturated dry roof and inside wall of Parapet wall upto 600 mm by brush or roller. After 1st coat of application, 45gsm of Fibre glass cloth to lay when the first layer is still green. 1st coat should be applied @ 1.50 kg/Sqmt/coat. for the purpose of measurement the entire treated surface will be measured.
83	(c) 2nd Coat:- To apply the 2nd coat of two component acrylic modified ready to use flexible cementitious material right angel to the 1st coat over the glass fibre laid surface. 2nd coat should be applied @0.7 kg/ Sqmt/coat. For the purpose of measurement the entire treated surface will be measured. After three days of drying the 2nd coat, the rain water outlets to be plugged test to be done for 48 hours to identify seepage, leakage from soffit and if found necessary rectification to be done as per satisfaction of E/C. The waterproof coating to be protected from damaged before screed over it. Water proofing Brand:- Sika Topseal 109hi/ Fosroc Brushbond RFX/ Dr. Fixit Pidiffin 2K/MYK Aquafin TG. Product Performance- Chemical Base Part A:
84	Acrylic copolymer, Part B: Specially graded cementitious powder - Density 1.6 kg/l (mixed density) at +270C. Tensile strength -2 N/mm2 after 28 days (with Fibre cloth) According to ASTM D 2370) Pullout Bond Strength -2 N/mm2 (concrete failure) (According to ISO 4624) Slant-Shear Bond Strength - 4 N/mm2 (According to FIP 5.15) Elongation at Break - 35% without Fibre Cloth and 20% with Fibre Cloth (According to ASTM D 2370)
85	(d) Protection of treated surface with PCC : - The treated surface should be covered with 25mm/50 mm PCC of M-20 grade (1:1:5:3) with proper slope (1:120) towards the rain outlets in alternate panels of 2 mt/ 2mt keeping 6mm gap between the panel joint. Integral water proofing admixture conforming to IS 2545 @ of 100 ml per bag of cement to be added in the screed concrete (paid separately for this items). All corners shall be chamfered with 150mm x 150 mm fillet. The rainwater outlets shall be just leveled with the screed concrete to ensure smooth discharge of water - the peripheral gaps between PVC pipe outlet and concrete surface should be packed properly with rich concrete and the peripheral mouth to be sealed
86	with moisture insensitive epoxy putty of Sika India Pvt. Ltd./ MYK Schomberg/ Dr. Fixit. Fosroc. For the purpose of measurement the entire treated surface will be measured. (e) Groove of PCC surface should be filled with Polysulphide Sealant. (Paid Separately) Brand - Sika India Pvt. Ltd. /MYK Schomberg/ Dr. Fixit/ Fosroc. Warranty for five years.
87	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
88	110 mm diameter
89	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for plasticised Rigid PVC rain water pipes onforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.(Single socketed pipes)
90	Bend 87.5°
91	110 mm bend
92	Shoe (Plain)
93	110 mm bend
94	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete.
95	110 mm diameter
96	Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
97	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-in- charge.
98	Made of G.I. wire of dia 4 mm
99	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
100	15 mm cement plaster on the rough side of single or half brick wall of mix :
101	1:6 (1 cement : 6 fine sand)
102	Extra for lining out plaster to imitate stone or concrete blocks walling.
103	CARRIAGE OF MATERIAL
104	Coarse Sand (10 Km)
105	Stone Chipps / Stone Aggregate (22 Km)
106	Brick (8 Km)
107	INTERNAL ELECTRIFICATION
108	Point wiring in PVC conduit, with moduar type switch :
109	Wiring point for light point/fan point/exhaust fan point/call bell point with 1.5 sq. mm. FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular type switch, modular plate, suitable size G.I box etc as required.
110	GROUP A
111	GROUP B
112	GROUP C
113	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
114	5/6 A switch, one way switch
115	5/6 A, 3 pin socket outlet
116	5/6 A, two way switch
117	TV antenna socket outlet
118	S/F Modular type electronic fan regulator:-
119	Supply and fixing stepped type electroncs fan regulator on the existing modular plate & switch box including connection but excluding modular plate etc. as required.
120	S/F Light Plug point with modular type accessories :-
121	Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3 pin, 5/6 amps. Modular socket outlet and 5/6 amps modular type switch connection painting etc, as required.(for light plugs to be used in non residential building)
122	S/F Power Plug point with modular type accessories :-
123	Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 15/16 amps. Modular socket outlet and 15/16 amps modular type switch connection painting etc, as required.(for light plugs to be used in non residential building)
124	Wiring for light point/power plug point with 2x4.0 sq. mm. FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit along with 1 no. 4 sq. mm.FRLS PVC insulated copper conductor single core cable for loop earthing as required.
125	Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 25 amps. Modular socket outlet 25 amps modular type switch and 25 amp SP MCB \\"C\\" curve connection painting etc, as required.
126	S/F Modular type blanking plate:-
127	Supplying and fixing modular blanking plate on the existing modular plate & switch box, base & cover plate
128	Circuit/submain wiring in PVC conduit :
129	Wiring for Circuit/submain wiring along with earth wire with the following sizes of PVC insulated copper conductor single core cable in surface/recessed PVC conduit as required
130	2x2.5 sq.mm + 1 x 2.5 sq.mm earth wire
131	2x4.0 sq.mm + 1 x 4.0 sq.mm earth wire
132	4 X 10 sq. mm + 2 X 6 sq. mm earth wire
133	Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of grade excedding 1.1 KV but not excedding 120 sq mm direct in ground in the same tench in one tier horizontal formaion including excavation, sand cushioning, protective covering and refilling the trench etc as rquired.
134	70 sqmm 3.5 core
135	Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVC conduit as required.
136	BLDC CEILING FAN
137	Supply, Installation, Testing and Commissioning of following size ceilling fan 3 Blades confirming to IS : 374-2019 including wiring the down rods of standard length (up to 30 cm) with 1.5 sq.mm. FR PVC insulated, copper wire suitable for 230V 50 Hz. single Phase supply etc. complete as required.
138	1200 mm(48'') BLDC 5 star rating 32W Ceiling Fan
139	1400 mm(56'') BLDC 5 star rating 32W Ceiling Fan
140	G.I. Earth Pipe electrode with salt/charcoal
141	Earthing with copper earth plate 600mm x 600mm x3 mm thick including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (with charcoal and salt) as required.
142	Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
143	Providing and fixing 25 mm X 5 mm G.I. Strip on surface or in recess for connection etc. as required.
144	P/F G.I. Lightning conductor finial:- providing and fixing of lighting conductor finial, made of 25mm dia 300mm long, G.I. Tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. Complete as required
145	P/F G.I. lightning conductor tape in horizontal run :- Providing and fixing G.I. tape 20 mm x 3mm thick on parapet or suface of wall for lighting conductor complete as required. (for Horizontal run).
146	P/F G.I. lightning conductor tape in vertical run :- Providing and fixing G.I. tape 20 mm x 3mm thick on parapet or suface of wall for lighting conductor complete as required. (for Vertical run).
147	S/F 'C' series, MCB:-
148	Supplying and fixing 6 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.
149	6/32 amps, SPN
150	40 amps, SPN
151	50/63 amps, DP
152	LED Lighting
153	S.I.T.C of following rating reccess/Surfcae mounted LED round/square shape Down light luminarie with pressure die cast housing for single phase supply volage. Luminarie shall be confirm to IS:10322 part-5/section-2 or ICE: 62722 with all necessary acessories as required
154	6/7W LED Round Down Light
155	12W LED Round Down Light
156	9/10Watt LED Bulb
157	S/F Electronic musical bell:-
158	Supply and fixing Electronics musical call bell single phase.230 volt Complete as required
159	S.I.T.C of Floowing rating LED street lighging luminarie with pressure die cast housing and toughened glas cover (IP 66 protection) in existing pole/pipe for supply voltage 100-270 AC, 50 Hz. Luminaries shall be confirm to IS: 10322 part -5/ section-3 and shall be completed with all neccessary accessories as required
160	25W LED street light
161	S.I.T.C of following rating mounted LED tubelight fitting suitable for 230V 50 Hz, single phase supply etc. complete as required
162	10/12W LED Tube light
163	20/22W LED Tube light
164	Bulk head fitting with 9/10 watt CFL/LED
165	S/F S.P. MCB DB:-
166	Supplying and fixing following way, single pole and neutral,sheet steel,MCB distbution board, 240 volts, on surface/recess, complete with tinned copper busbar ,neutral bus bar , earth bar,din bar,interconnections, powder painted including earthing etc. as required. (but without MCB/RCCB/Insolator).
167	For 8 way, Double door SPN, MCB DB
168	For 16 way, Double door SPN, MCB DB
169	12\\" (300 MM) Exhaust Fan
170	WATER SUPPLY & SANITARY WORK
171	Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. of parry Hindustan or any other I.S.S. approved make with 100mm H.C.I. 'P' trap 15 liters C.l. pull and let go flushing cistern of names or other I.S.S. equivalent make, complete with all fittings C.I. or C.C. brackets 32mm alkathene/PV.C. telescopic flush, pipe about 2M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pair of vitreous white glazed earthenware ware footrest to be fixed in floor 15mm C.I.body brass spindle stop cock of wt. not less than 50 gms, 15mm connection pipe 450mm long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I.
172	580 mm long
173	With 10 lit. low level PVC cistern
174	Providing and fixing wash basin with C.I. brackets, 15 imm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:
175	White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
176	Supplying, fitting and fixing the following items complete with all materials as per specification and direction of E/l.
177	Mirrors of 6 mm thick plate glass bevelled edge mirror including C.P. brass revolving fittings 3 mm ply wood board and C.P. hinges to fix with mirror.
178	600mm x 450mm size
179	Special type C.P. Bath room fittings for V.I.P Buildings (JAL, Jaguar, Marc or Equivalent make)(ISI marked)
180	Towel rail 24''
181	Glass shelf 22\\"
182	Providing and fixing male ended 15 mm dia brass bib cock of approved quality (Wt. not less than 350 gms.)with extra socket all complete as per specification and direction of Engineer-in-charge.
183	Providing and fixing Gun Metal full way valve of approved quality all complete, as per specification and direction of Engineer- in-charge.
184	20mm dia and weight not less than 400gms.
185	25mm dia and weight not less than 500gms.
186	32mm dia and weight not less than 700gms.
187	50mm dia and weight not less than 1.5Kg
188	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
189	Semi rigid pipe
190	32 mm dia
191	Providing and fixing terminal guard 100 mm dia Sand cast iron S&S as per IS - 1729
192	Providing and fixing uplasticised PVC connection pipe with brass unions :
193	45 cm length
194	15 mm nominal bore
195	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
196	15mm nominal bore
197	Cutting chhajja or corince for laying G.I. pipe and restoring the same with R.C.C. (1:2:4) brick work in cement mortor (1:4) and cement plaster (1:4) as per specification and direction of Engineer-in-charge.
198	Making holes in walls for laying G.I. pipes and restoring the same after pipe laying as per specification and direction of E/l.
199	125 mm thick wall
200	250 mm thick wall
201	Providing and placing on terrace (at all floor levels) Polyethylene water storage tank 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.
202	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
203	15 mm nominal outer dia Pipes
204	25 mm nominal outer dia Pipes
205	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
206	100 mm inlet and 100 mm outlet
207	Sand cast iron S&S as per IS: 3989
208	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
209	100x100 mm size P type
210	With common burnt clay F.P.S. (non modular)bricks of class designation 7.5
211	Providing and fixing on wall face unplasticised Rigid PVC pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to 1S: 5382, leaving 10 mm gap for thermal expansion (1) Single socketed pipes.
212	110mm (Horizontal Connection )
213	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS: 13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion
214	Coupler
215	110 mm
216	Single tee without door
217	110x110x110 mm
218	Bend 87.5°
219	110 mm bend
220	Supplying materials and labours for constructing, inspection chamber of designation class 75B bricks size 750mm deep, 600 x 450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600 x 475mm G.l. Cover with frame (weight not less than 36 kg) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/l.
221	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 : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
222	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
223	With common burnt clay F.P.S. (non modular)bricks of class designation 7.5
224	SUBMERSIBLE PUMP SETS INCLUDING PROTECTION CHAMBER
225	Supplying submersible pump sets confirming to IS 8034 and motor confirming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/ noryl impeller. Motor suitable for working on 415V÷10%, 3PH, 50 Hz, A.C. supply with cable guard, thrust carbon/ fiber bearing to withstand entire hydraulic thrust, water proof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design. Anti thrust stream lined non return valve shall be provided with pump. 3 meter submersible copper conductor cable in single/ double run shall be provided with each pump.
226	Submersible Pump set 100 mm dia (with Polypropylene/ Noryl Impeller) up to 20 stages
227	2 H.P.
228	Starter D.O.L. starter with SS Enclouser with 380/415 Volt Coil
229	Manufacture, supply and Delivery of following Nominal dia UPVC column pipes including PVC socket (Coupler),
230	65mmdia -Density of pipe 1.38 to 1.43 Gm per Cm3 OD:74.5 to 75.2mm wall Thickness End:9mm to 10.7mm, Barrel 9mm to 10.7 mm, Length: 3Mtrs.Rising main
231	Cable 35 Sq.mm, 3.5 core
232	HYDT :Cost of drilling 200mmX165mmX125 Mtr deep bore well in all kinds of soil and rock in rural area for installation of pump bore set with Hydraulic DTH Rig machine, all complete including supplying all materials, tools, drilling rig, Air Compressor and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicles up to the site.
233	(a) 0.00m Up to 50.00m depth below G.L. In Rural Areas (DWSD 119)
234	(b) Above 50.00 m depth. In Rural Areas
235	Supplying all tools, tackles & lowering of 200 mm dia MS ERW casing pipe of 6mm wall thickness including welding charges, cost of pipe etc. all complete job.
236	Supplying all materials, labour, tools & equipments for fitting & fixing 200mm dia MS cap over casing pipe complete job.
237	Supplying materials and labours for constructing bore well chamber of 75B designation brick masonry chamber 600mmx450mm and 750mm deep internal dimension having 250mm thickness in cement mortar 1:6 including 12mm cement plaster 1:6 with 600mmx475mm RCC cover with earth work in excavation and 75mm thick PCC(1:3:6) in foundation and refilling all complete as per specification and direction of E/I
238	PAVED, PARKING & ROAD
239	Excavation in Ordinary rock with Dozer with lead upto 1000 metres Excavation for roadway in ordinary rock by deploying a dozer, including and transporting the earth to site of embankment / dumping area with lead upto 1000 metres trimming bottom and side sloped in accordance with the requirements of lines, grades and cross section.
240	Granular Sub base with well graded material - By Mix in Place Method : Construction of granular Sub Base by Providing close graded material mixing in a mechanical mix plant at OMC ,Carriage of mixed Material to work site, spreading in uniform layers with motor graderon prepared surface and compacting with vibratory power roller to achieve the desired density ,complete as per technical specification Clause 401 . (i) For Grading I Materials
241	Wet Mix Macadam (Plant Mix Method): Provinding , laying , spreading and compacting graded stone aggregate to wet mix macadam specificcation including premixing the material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base courseon well prepared surface and compacting with vibratory roller to achieve the desired density.
242	Bituminous Macadam Grading -I with VG-30 Grade Packed Bitumen : Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bitumiousbinder , transported to site , laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clauses 501.7 to achieve the desired compaction.
243	Bituminous Concrete Grading -I with VG-30 Grade Packed Bitumen : Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading , Premixed with bituminous binder @5.2 percent of mix and filler , transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade and alignment , rolling with smooth wheeled , vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no . 507 complete in all respects.
244	DRY LEAN CONCRETE SUB-BASE : Construction of dry lean cement concrete sub- base over a prepared sub-grade 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 table 600-1 cement content not to be less than 150 kg/cum , optimum moisture 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 laid with a paver with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller finishing and curing.
245	CEMENT CONCRETE PAVEMENT Construction of un-reinforced, dowel jointed, plain cement concrete pavement ,over a prepared sub base with approve grade cement @ 400 kg per cum , 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 member sealant primer , joint sealant, debonding strip, dowel bar,tie rod, admixture as approved , curing compound, finishing to lines and grades as per drawing
246	Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
247	Providing 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 and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
248	60 mm thick C.C. paver block of M-35grade with approved color design and pattern.
249	80 mm thick C.C. paver block of M-35 grade with approved color design and pattern.
250	Preparation 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 consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
251	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
252	20 mm nominal dia Pipes
253	50 mm nominal dia Pipes
254	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for gun metal valve stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
255	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
256	Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
257	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
258	300 mm dia. R.C.C. pipe
259	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 : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
260	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
261	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
262	Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
263	Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment).
264	Supplying and stacking at site dump manure from approved source, excluding carriage (manure measured in stacks will be reduced by 8% for payment)
265	Screened through sieve of I.S. designation 4.75mm
266	Mixing earth and sludge or manure in proportion specified or directed.
267	Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately).
268	Supplying & Stacking of Selection No.1 doob grass turf at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge.
269	Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). In rows 5 cm apart in both directions
270	Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge
271	Solar outdoor LED light
272	Erection of C.C Pole up to 13 mm in B.B:-
273	Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement: 3 corase sand: 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.
274	Above 6.5 meter and upto 8 meter.
275	7 Mtr. Height Octagonal Hot- Dip galvanized pole (BOP-7030) with top dia 70 mm, bottom 130mm thick sheet, base plate dimensions 200 x 200 x 12mm (LxBxT) including suitable sizes of foundation bolt all complete as required.(without Arm)
276	Solar outdoor LED light
277	Supplying, installation, Testing & Commissioning of the integrated type solar protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2 , P. F.≥0.95, IP-66,IK-08, CRI >80 , under voltage and over voltage protection, Electro Magnetic Interference (EMI) Electro Magnetic Compatibility (EMC) As per CISPR 15 , lenses for beam angle as per Illuminating Engineering Society of North America (IESNA) type I/II/III as per the width of the road and the project requirement, Correlated Colour Temperature (CCT) 5700°K /6000°K (As per American National Standard Institute (ANSI Bin)), life time (LED, Driver & electrical circuitry) of 50K hours lamp burring hours till the 70 % of initial Lumen maintained as per LM80 extrapolation IES TM-21-11 report, automatic switch on/off, Alliuminium or Acrylonitrile Butadiene Styrene (ABS body), can be installed on a pole or wall. System lumen efficacy >120 lm/Watt output All as per pre approved by Engineer in-charge complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required.(Part 1), for fixtures up to 60 watt. LED light Complete with mounting structure for the battery and accessories and wind storm withstand capacity as per the zone. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise aboven 90°C)PV lighting system on the existing pole structure, comprising of 35 watt, 6V Mono Passivated Emitter and Rear Contact (PERC) Solar Panel (minimum efficiency 21%),, Pulse with modulation (PWM)/Maximum Power point tracking (MPPT) Charge Controller in the box with a sleek appearance and a sturdy structure, is weather-proof, and is imple to install. Operating temperature range: -35 to 60 deg C With Lithium-Iron Phosphate Battery (LiFePO4) 3.2Volt (Cell) 35 AH battery, charging time 8-10 hours, Battery backup time 12 hours (minimum), LED fixture watt 35 watt, Input voltage: 12V DC, Operating temp range -15 deg to 50 deg centigrade, internal surge
278	35 W LED Street Light
279	Providing and laying World Athletics approved Synthetic Athletics Track full PUR TYPE SYSTEM of Minimum 15mm thickness which should comply with Environmental compatibility of VOC (Volatile Organic Compound) content as per DIN-V-18035-6. including \\"WA\\" Standard markings on the surface all complete as per requirements/ specifications laid down by \\"WA\\" class -II certification and as per direction of the Engineer-in-charge. The synthetic Track should conform to the following specifications: Tensile strength 0.5N/mm2 0.3N/mm2 Elongation at break >40˚% Force reduction 35−50% Vertical deformation 0.6−2.5mm Standard deformation 0.6−1.8mm (at0−40˚C) Thickness >14mm Relative abrasion >1.0 Friction(sliding coefficient) >0.5 <1.1 Spike resistance Class1 Remaining indentation <1.0mm Environmental requirements Limit values for DOC, EOX, Heavy metals, smell. The proposed product should following below T&C 1. The proposed product should be WA \\"World Athletics\\" certified for a minimum thickness of 15 mm full PU system. 2. The manufacturer and the product offered should be in a list of current WA certified product list. 3. The warrenty of product should be atleast 7 years. 4. The DLP period for the product are 5 Years. 5. The Life span of product should be more than 12 Years. 6. Product to be only of European, American, Australian or Indian Origin. 7. The class -II certification of proposed track are included.
280	(i) Normal Stress Areas with a minimum thickness of 15 mm of finished Track Surface.
281	(ii) High Stress Areas with a minimum thickness of 20 mm of finished Track Surface.
282	(iii) High Stress Areas with a minimum thickness of 25 mm of finished Track Surface.
283	Construction of Sand filling in jumping pits, including cost and carriage of all materials and labour charges to the site to fill the sand in pits & complete finished item as per drawing and as directed by Engineer-in-Charge.
284	Construction of Steeplecase pit inside North D portion as per WA specifications as directed by Engineer-in-Charge.
285	Polevault boxes with covers
286	Take off board system for LJ/TJ (Tray, dummy board, wooden board)
287	Hammer cum Discuss RING with cage
288	Discuss throwing cage
289	Shot put rings with toe board
290	Aluminum Kerbing
291	Waterjump hurdle
292	Conversion circle/ reducer for DCH
293	Football goal post FIFA approved design
294	Add GST 18 %
295	Add Labour cess 1% Please Enable Macros to View BoQ information

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Tender For Construction Of Sports Complex In Giridih Block Under Giridih District, Giridih-Jharkhand

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