Tender For Provision Of Additional Security Check Post With Lc Fencing / Partition Wall In Between Technical Area And Non Technical Area At Noar Kurnool, Orvakal-Andhra Pradesh

TDR : 52896325

Tender Notice
BOQ

18 Days Left

Orvakal , Andhra Pradesh

Tender Brief : Tender For Provision Of Additional Security Check Post With Lc Fencing / Partition Wall In Between Technical Area And Non Technical Area At Noar Kurnool

Document Fees
₹ 3000 /-

EMD
₹ 1039000.0 /-

Tender Value
₹ 5.19 Crore /-

Submission Date
31-12-2025

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	SUBHEAD-I :EARTH WORK & EXCAVATION :
2	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
3	All Kinds of soil
4	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
5	All kinds of Soils
6	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.
7	Ordinary Rock
8	Hard Rock (Blasting Prohibited)
9	Hard Rock (Required Blasting )
10	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.
11	All kinds of Soils
12	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-incharge.
13	Ordinary Rock
14	Hard Rock (Blasting Prohibited)
15	Hard Rock (Required Blasting )
16	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
17	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 exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
18	Credit for Hard rock Obtained from above
19	Deduct for Using M-Sand instead of River Sand for filling / Concrete / masonry works at all levels and locations wherever approved by engineer-in-charge.
20	SUBHEAD-II :ANTI TERMITE TREATMENT :
21	Supplying chemical emulsion in sealed containers including delivery as specified.
22	Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
23	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
24	Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc., with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration.
25	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration.
26	Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole, with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration.
27	SUBHEAD-III:PLAIN & REINFORCED CEMENT CONCRETE :
28	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
29	1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
30	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor,etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
31	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
32	Making plinth protection 50 mm 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 finishing the top smooth.
33	Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS:9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.
34	(Note :- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/recoverable separately).
35	All works upto plinth level
36	All works above plinth level upto floor v level
37	Supplying, fabricating and fixing in position reinforcement bars at all levels and positions including the cost of steel, straightening, cutting, bending, binding and placing in position etc., as per drawings and specifications including the cost of binding wire, labour etc., all complete for reinforced concrete.
38	Thermo-Mechanically Treated bars (Fe 500 Grade)
39	Centering and shuttering including strutting, propping etc. and removal of form for :
40	Foundations, footings, bases of columns, etc. for mass concrete
41	Lintels, beams, plinth beams, girders, bressumers and cantilevers
42	Columns, Pillars, Piers, Abutments, Posts and Struts
43	Weather shade, Chajjas, corbels etc., including edges
44	Suspended floors, roofs, landings, balconies and access platform
45	SUBHEAD-IV : STONE & BRICK MASONRY :
46	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with, Cement mortar 1:6 (1 cement : 6 coarse sand).
47	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand).
48	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in Cement mortar 1:3 (1 cement : 3 coarse sand).
49	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
50	SUBHEAD-V :PLASTERING & SURFACE TREATMENT :
51	Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :
52	Flush/ Ruled Pointing
53	6 mm thick plastering in cement mortar 1:3 (1 cement: 3 fine sand)at all levels and locations for all concrete surfaces of columns, beams and slabs finished smooth and even, etc., complete all as directed by Engineer - in - Charge.
54	12 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand).
55	15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand).
56	18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
57	Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
58	Extra for plastering done on moulding, cornices or architraves including neat finish to line and level:In one coat
59	Providing and fixing 22 gauge chicken mesh wire at the junction of RCC and brick work with overlapping of 100mm on both sides, etc., complete.
60	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.
61	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface.
62	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour (Two or more coats on new work) complete, as per manufacturer’s specification.
63	Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.
64	New work (Two or more coats applied @ 1.43 litre/ 10 Sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 Sqm
65	Applying priming coat
66	With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
67	With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works.
68	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade, Two or more coats on new work
69	Finishing walls with textured exterior paint of required shade :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.
70	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
71	New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ .9Lits/10 sqm.)
72	SUBHEAD-VI :FLOORING :
73	Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately).
74	(Note:- Cement content considered in this item is @ 330 kg/Cum. Excess/ less cement used as per design mix is payable/ recoverable separately).
75	Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement.
76	Making provision for contraction, expansion, construction and longitudinal joints (size 5x20mm) by groove cutting machine.
77	Providing and filling in position at expansion joints with poly sulphate sealants of approved brand.
78	52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc., complete.
79	Providing cement skirting in CM (1:3) 18mm thick finished with a floating coat of neat cementetc., complete.
80	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 @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
81	Providing and laying Ceramic glazed floor tiles of sizeof thickness upto 10mm and 300x300 mm of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete all as directed by Engineer - in - Charge.
82	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
83	Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent
84	Supplying and applying of anti cracking mat(Geo Fabric Cloth) including material and laying charges
85	SUBHEAD-VII :STEEL & WOOD WORKS :
86	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete Fixed to openings /wooden frames with rawl plugs screws etc.
87	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:Fixing with adjustable lugs with split end tail to each jamb
88	Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
89	Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
90	Providing and fixing the following hardware fittings of approved make:
91	200mm long SS Tower Bolts
92	SS Aldrop 300mm long
93	Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
94	125mm long
95	Providing and fixing aluminium hanging floor door stopper (Single rubber stopper), ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
96	Providing & Fixing in position windows fabricated from roll formed sections made of colour coated G.I with a combination of specially designed components made up of crca with zinc phosphating nylon or high grade aluminum with powder coating of M/s NCL Seccolor \"Ajanta series\" or equivalent make using sections for shutter of 46mm x 46mm and external frame of size 46mm x 52mm, section for glass beading of 18mmx 25mm and centre mullion of size 46mm x 70mm including 5mm thick glass panes with Grill made of 10mm sq. MS Bars welded to at 150mm center-to-center, 6mm x 12mm MS flat and painted with Primer Coat of Epoxy Primer of 5-7 microns thick, finish painted with a Polyester Paint of 12-16 microns thick and back coated with Alkyd backer of 5-7 microns, or Powder Coated with pure Polyester Powder up to 50-60 microns thick all as per specifications of manufacturer and instructions of Engineer-in- charge.
97	Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angles 40x40x6 mm for diagonal braces
98	Steel work welded in built up sections/framed work, including cutting, hosting fixing in position and applying a priming coat of approved steel primer using structural steel etc., as required
99	In gradings, frames, guard bar, ladder, railing, brackets, gates and similar works
100	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.
101	SUBHEAD- VIII: MISCELLANEOUS:
102	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.
103	Single socketed pipes of 110mm diameter
104	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.
105	110mm Bend 87.5°
106	110mm Shoe (Plain)
107	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.
108	110mm
109	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaningthe surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thicklayer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly theadjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick joint less cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in- charge including laying glass fiber cloth of approved quality in top layer of plaster and finally finishing the surface with trowelwith neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge With average thickness of 120 mm and minimumthickness at khurra as 65 mm.
110	Supply & fixing 3KL Diesel Storage Tank: OD 1500X Height 2000. Material: Mild Steel IS 2062 shell 6mm, Bottom plate 8mm,top cone 6mm,man hole 2 no`s, inlet & outlet nozzles, vent nozzle 1no.Railling with Ladder Complete.
111	SUBHEAD- IX :SANITORY
112	Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
113	W.C. pan with ISI marked white solid plastic seat and lid
114	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:
115	White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
116	Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.
117	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
118	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
119	Semi rigid pipe
120	32 mm dia
121	Providing and fixing 100 mm sand cast Iron grating for gully trap.
122	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers Complete.
123	Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
124	Providing and fixing toilet paper holder :
125	C.P. brass
126	Providing and fixing soil, waste and vent pipes :100mm dia
127	Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
128	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
129	Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour,weighing not less than 88 gms.
130	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.
131	600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
132	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
133	Internal work - Exposed on wall
134	15 mm nominal dia Pipes
135	20 mm nominal dia Pipes
136	25 mm nominal dia Pipes
137	32 mm nominal dia Pipes
138	40 mm nominal dia Pipes
139	50 mm nominal dia Pipes
140	Providing and fixing brass bib cock of approved quality :
141	15 mm nominal bore
142	Providing and fixing brass stop cock of approved quality :
143	15 mm nominal bore
144	Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end) :
145	20 mm nominal bore
146	50 mm nominal bore
147	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
148	25 mm nominal bore
149	Providing and fixing uplasticised PVC connection pipe with brass Unions :45 cm length
150	15 mm nominal bore
151	Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
152	100 mm diameter
153	Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
154	With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5
155	Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
156	With common burnt clay F.P.S.(non modular) bricks ofclass designation 7.5
157	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary oles for inlet, outlet and overflow pipes but without fittings and the base support for tank.
158	Providing and fixing PTMT stop cock of approved quality and colour.
159	Concealed stop cock, 15 mm nominal bore, 108 mm long,weighing not less than 108 gms
160	Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
161	100 mm diameter
162	150 mm diameter
163	200 mm diameter
164	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
165	100 mm diameter S.W. pipe
166	150 mm diameter S.W. pipe
167	200 mm diameter S.W. pipe
168	SUBHEAD-X:ROADS/HARDSTANDING & DRAINS :
169	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 earthwith lead upto 50 metres.
170	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
171	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 specifications, 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, 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 Engineerin- charge.
172	Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, ,complete all as per direction of Engineer-in-charge (Item of joint fillers sealants, dowel bars with sleeve/ tie bars to be paid separately).
173	Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.
174	Cement concrete prepared with batch mixing machine
175	Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :20 mm wide and 15 mm deep groove
176	Providing and laying in position: Polysulphide sealing compound for expansion joint of size 20mm wide x 510mm deep etc., complete. Using THIOFLEX 600 two part, polysulphide sealant, manufactured by Fosroc or equivalent to BS 4254 – 1983 after applying Primer 7E. inclusive the cost of sealant material, labour for necessary surface preparation and application.
177	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.
178	80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern
179	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
180	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.
181	150 mm dia. R.C.C. pipe
182	300 mm dia. R.C.C. pipe
183	450 mm dia. R.C.C. pipe
184	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.Made of G.I. wire of dia 4 mm
185	SUBHEAD-XI : INTERNAL ELECTRIFICATION
186	Point Wiring for Light/ Fan/ exhaust fan with 2 runs of 1100V grade 1.5 Sq.mm & 1 run of1.5 Sq.mm PVC insulated multistrand , FRLS , Copper conductorwires , run in and including 25mm dia heavy gauge PVC conduits concealed in wall / ceiling conforming to IS732 including all accessories such as junction boxes, conduit bends elbowsand anodised GI Switch box with modular switch and the box coveredwith front plate including connections to Earth terminal.
187	One Light point controlled by one 6 Aswitch.
188	Two Light point controlled by one 6 Aswitch.
189	Three Light point controlled by one 6 Aswitch.
190	Ceiling fan point controlled by one 6 A switchand electronic fan regulatorof 100 W step typewith concealed MS fan hook box.
191	Exhaust fanpoint controlled by one 6 A switch.
192	Supply and fixing of 6A, 3Pin Socket outlet with 6Aswitch in Lighting switch boards. (Dependant).
193	Supply and fixing of 6A, 3Pin Socket outlet with switch of 6A ratingwith wiring of 2 Runs of 2.5 Sqmm and1 Run of 2.5 Sqmm FRLS, PVC insulatedmultistranded Copper conductorwires run inand including 25 mm Dia, 2 mm thick PVC conduit. (Independant).
194	Supply and Wiring with the following size 1100V grade PVC insulated multistrandFRLSCopper conductor wires inand including suitable size heavy gauge PVC conduit concealed in wall / Ceiling including all accessories suchas junction boxes, bends, elbows including end terminated with suitable lugs.
195	2 runs of 2.5 Sq.mm wires with 1run of 2.5 Sq.mm wire in and including25 mm Dia PVC Conduit (For Lighting Circuit)
196	4 runs of 6 Sq.mm wires with 2 runS of 6 Sq.mm wiresin and including32 mm Dia PVC Conduit (For Lighting Sub Mains)
197	Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/ square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per therequirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80,UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum powerconsumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards.
198	36 W Surface mounted LED 4 Feet LengthLuminaire
199	(Philips : BN308C LED40S-6500 L120 PSU WH/or Equivalent as per approved makes)
200	1 x12 WSurface MountedLED Luminaire
201	(PhilipsCat No : SM250C LED 12S-6500PSU WH or Equivalent as per approved makes)
202	40 WRecessMountedLEDLight Fixture
203	(PhilipsCat No :RC 380 B LED 40S-6500 G4L60W60 PSU OD/Equivalent as per approved makes)
204	20W Recess mounted DownLight Fixture
205	(PhilipsCat No DN296B LED20S-6500 PSU WH S2/Equivalent as per approved makes)
206	36W Surfacemounted SquareLight Fixture
207	(PhilipsCat No SM36S -6500 G6L54W54PSU OD/Equivalent as per approved makes)
208	40 W Bulk Head Light Fixture Indoor
209	(PhilipsCat No WT 202W LED 10S CW PSU S3 PC/Equivalent as per approved makes)
210	Supply and Testing and Commisioning of 1200 mmsweep single phase Ceilingfan including fixing accessories etc., complete.( BEE 5 star rated ceiling fan )
211	Supply and Installation Testing and Commisioning of 600 mm dia sweep single phase wall mounted fan including fixing accessories etc., complete.
212	Supply and commissioningof305 mm sweep Exhaust fans with Metallic blades and MS gravity louversincluding all accessories / Installation materials required.
213	Installtionof Fluorescent/ Compact fluorescentlight fixtures on wall/ Ceiling including all fixing accesssories such as leads, etc complete as required.
214	Installation of 1200 mm sweepwhite colour Ceiling fan with standard down rod(600mm length down rod in false ceiling areas) andall accessoriesas required etc complete.
215	Installationof305 mm sweep Exhaust fans with Metallic blades and MS gravity louversincluding all accessories / Installation materials as required.
216	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar,neutral bus bar, earth bar, din bar, interconnections, powderpainted including earthing etc. as required. (But without MCB/RCCB/Isolator)
217	8 way (8 + 24), Double door
218	4 way (8 + 12), Double door
219	Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuitbreaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
220	40A
221	Supplying and fixingof 6A to 32A rating 240/415V,10kA , C Curveminiature circuit breaker suitable for inductive load of following polesin the existing MCB DB complete with connections ,testing and commissioning etc complete.
222	Single Pole
223	SUBHEAD XII : AIR CONDITIONING
224	Supply, Installation, testing and commissioning of 1.5TR hi Wall spiltAC, 5 Star Rating for Gate Complex Control Room.
225	SUBHEAD XIII : WATER COOLERS
226	Supply, Installation testing and commissioning of water cooler with storage and capacity of 80lits and cooling capacity of 40lits suitable for operation on 230V+/- 10% , 50HZ full stainless steel body including multi storage RO purification system 2KVA VoltageStabilizer Complete
227	SUBHEAD XIV : Lightning and Special Earthing
228	Supply, Installation testing and commissioning of Maintenance free earthing with 40mm dia copper bonded steel rod and ground enhancing compound along with accessories.
229	Providing and fixing of lightning conductor final, made of 25 mm dia 300 mm long, G.I. tube, having singleprong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.
230	SUBHEAD- XV : SHOP ELECTRICALS
231	Supplying and fixing 63A, 415V, TPN industrial type socket outlet with 4 pole and earth metal enclosed plug top alongwith 63A C Curve, TP MCB in sheet metal enclosure on surface/recess with chained metal cover for the socket outlet and complete with connections, testingand commissionining etc complete as required.
232	Supplying and fixingof 6A to 32A rating 240/415V,10kA , C Curveminiature circuit breaker suitable for inductive load of following polesin the existing MCB DB complete with connections ,testing and commissioning etc complete.
233	SUBHEAD-XVI:FIRE EXTINGUISHERS
234	Supply installation testing and commissioning of 09kg dry chemical powder based fire extinguisher.
235	SUBHEAD -XVII : DG Set
236	Supply,Installation,Testing and commissioning of 100 KVA ,415 Volts at 1500 RPM,0.8 lagging Power factorat 415 V suitable for 50Hz ,3 Phase system and for 0.85 Load factor and consisting the followings
237	Diesel Engine4 stroke water cooledelectric startof suitable BHP at 1500 rpm suitable for abovealternator output at 40Deg centigrade ,50% RH& at1000 m MSLand confirming to BS 5514 , BS 649, IS 10000 capable of taking10% overload ing for one hour after 12 hours of continuous operation.
238	The DG Set shall be supplied with Alternator,Engine Control Panel,Base Frame, 990 Litres Fuel tank,Exhaust system,Statrting system including Batteries,Exhaust system, Weather proof Accoustic Enclosure , anti vibration pads etc complete.
239	The DG Set shall be supplied with AMF Panel along with AMF relay and also necessary control wiring.
240	SUBHEAD -XVIII : Boom Barrier
241	Supply instalition testing and commissioning of Boom Barrier- Boom barrier of 6 meter wide with power supply and necessary manual control components. Shall be suitable to control through access control system & Compatible for Integration with CCTV System, Perimeter security system. With sounder lights & all accesssories as per specification. with boom resting post.Features- MCBF(number of cycles) ≥ 10 millions; Temperature control Anti-condensation heating; Ongoing and intensive operating (15,000 cycles/day)• Variable speed, from 1 sec; Anti collusion (Make: Gunnebo or Equilent)
242	SUBHEAD -XIX : External Water Supply
243	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. All types of Soil 350 mm dia
244	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia
245	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge.
246	Tube Well
247	Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
248	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 200 mm dia
249	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp
250	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia
251	Supply, Installing, testing and commissioning of electrical motor driven end suction top discharge monohloe centrifugal pumps of kirloskar or approved equivalent make 3Phase, capable of delivering water of capacity and lend as mentioned below of 2900 RPM. complete set ahall be mounted an base frame. the quoted rate shall include providing & fixing of flexible coupling couplinh guard. TEFC Efficiency motor, RCC foundation ( As recommended by manufacturer) and foundation hole etc.
252	Supply, Installing testing and commissioning of electrical Starter
253	Submersible Pumps and motor including suitable sontrol panel all necessories with fittings & Fixing & Commissioning etc. supply and installion of submersible pump set for 1NO of bore well (capacity 3000gp11) head 60M to 120m depending on yeild HP comntensurating to capacity & head) as per instruction og the EIC
254	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work 50 mm dia. nominal bore
255	PVC Flat Cable with fitting suitable for commissioninh supply and installation of 1X3 copper based 6sqmm flat cable reuired for 1nos pump set as per instruction of ETC.
256	Supply, eraction testing and commissioning of cast iron butterfly valves(water type) with SS Disc and lever operated confirming to IS 13095 with necessary flanges bolts nuts and rubber insertoion etc. complete of following size (make Snat/zoloto advance intervalve/druge/audeo)
257	Supply, eraction testing and commissioning of cast iron butterfly valves(water type) with Gun Metal working paris, thrended and types confirming to IS Specifications and of following size ( make Snat/zoloto advance intervalve/druge/audeo)
258	Supply, eraction testing and commissioning of Pressure Gauge assembly of Boundeon type with 150mm dail including suphon bend abd cock having the folloeing range (make H-Guru/waareo)a)0-10Kg Sq.cm
259	SUBHEAD -XX : External Electrification
260	Supply, testingand commissioning of following size 1.1KV grade XLPE insulated armoured aluminium conductor cable. The cable shall conform to IS 7098/ Part-II.
261	3.5C X 300Sq.mm
262	3.5C X 50Sq.mm
263	4C X 16Sq.mm
264	Copper armoured control cables
265	i) 4C X 2.5Sq.mm
266	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
267	Upto 35 sq. mm
268	Above 35 sq. mm and upto 95 sq. mm
269	Above 185 sq. mm and upto 400 sq. mm
270	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
271	Upto 35 sq. mm
272	Above 35 sq. mm and upto 95 sq. mm
273	Above 185 sq. mm and upto 400 sq. mm
274	Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required.
275	Upto 35 sq. mm
276	Above 35 sq. mm and upto 95 sq. mm
277	Above 185 sq. mm and upto 400 sq. mm
278	Providing Indoor ordinary end terminations for thefoollwing 1.1 KV grade XLPE insulated armoured alluminium conductor cables with compression type steel gland, Bi-metallic lugs using crimping tool, Insulation tape, Identification tags etc., including end termination and Earthing of Gland with 8SWG GI Wire.
279	3.5C X 300Sq.mm
280	3.5C X 150Sq.mm
281	4C X 2.5Sq.mm
282	4C X 16Sq.mm
283	M.V.PANELS
284	Supply, Installation, testing and commissioning of 3 phase and neutral 415V 4wire free standing floor mounted MV panel made out of 14 SWG MS sheet and painting with epoxy powder coating the panel shall consist of suitable rating TPN aluminium busbar supported with DMC/SMC barriers and color coded with heat shinkable sleeves the metering shall be provided the pane shall have short circuit withstanding capacity of minimum 36KA and consist of switch gear as mentioned below the panel shall be got fabricated from manufactured with CPRI test certificate only The size of all panel mounting meters shall be 96mm*96mm The panels shall be mounted on 75mm U channels including supply and fixing the same Every MCCB shall be provided with with ON/OFF/TRIP,indicating lamps of LED type. The panel is to be installed in indoor.
285	MAIN MVPANEL - 1- Indoor
286	Incomer 1 : 1 Nos of 630 A, 4P. EDO ACB, 50KA,shallbe supplied with S/C,E/F,O/C AND INSTANTANEOUS TRIP RELAY UNIS WITH TIME DELAY SETTINGS.
287	2A, control MCB - 9 Nos.
288	RYB indicating lamps - 3 sets
289	Voltmeter (0-500V) with selector switch - 3 sets
290	Ammeter (0-630A) with selector switch - 3 sets
291	630/5A, CL-1, 15VA CT\"s with resin cast- 3 nos.
292	Outgoing
293	250A, 3P, 35KA, MCCB, -=3 Nos
294	160A, 3P, 25KA, MCCB, -=3 Nos
295	Surge Protection Device - 1 No
296	63 A, 3P, 16KA, MCCB, -= 1 No and also with 20 A TPNMCB as outgoings 3 Nos with timer circuit for controlling of street lights and the timer should be with required24 hors clock settings.
297	Bus Bars : 630A, 3Ph, 4 wireTPN , 50Hz, aluminium bus bars
298	Metering Instruments ; Load Manager in the Incomer and ACB/ MCCB on , off , Trip Indication Lamps and with Breaker Status indication Lamps and also with Phase indication Lamps.
299	Earth Bus; To be provided at the bottom of the Panel of Gi Strip
300	SUBHEAD -XXI : SEWAGE DISPOSAL :
301	Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m in All kinds of soils.
302	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
303	PVC SWR PIPES
304	Providing, laying and jointing PVC/ SWR Pipes conform to IS:13592-1992 of Type-B on sand cushion at bottom and around the pipw and testing of joints etc. complete :
305	100 mm dia PVC/SWR Single Socket
306	150 mm dia PVC/SWR Single Socket
307	Providing and fixing square-mouth PVC gully trap conform to IS:13592-1992 complete with brick masonry chamber around as per standard design :
308	100x100 mm PVC Gully trap with Sewer bricks conforming to IS : 13592-1992.
309	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 :
310	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), With Sewer bricks conforming to IS : 4885.
311	Extra for depth for manholes :
312	Size 90x80 cm, With Sewer bricks conforming to IS : 4885
313	Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design, With 20x20 mm square bar.
314	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design, With common burnt clay F.P.S. (non modular) bricks of class designation 3.5.
315	Supply and positioning of ready made polyethylene septic tank of size 2.3M long 1.3M dia 16mm shell thickness with 2/3 chambers and 2Nos manholes of size 550mm dia and 100mm/160mm dia inlet outlet pipe and airvent pipe 50mm dia of make United Septic tank Design Reg.No 173352 Type-4
316	SUBHEAD -XXII : Area Lighting
317	Supply and erection of steel stepped and swaged tubular poles of 9 mtr long (410 SP25) (1.5 mtr below ground) with base plate earthing studs 1.5 mtr out reach single /Double arm , FRP terminal Box 2 Nos of 40 mm Dia Class B G.I Pipe ,0.5 mtr Long for incoming and outgoing cables including excavation in all types of soil ,PCC 1:2:4 ,PCC Pedestal with painting with black bitumen paint inside the coping for embedded portion and two coats of Zinc chromite primer and two coats of Alluminium paint externally for length above the ground.The pole shall be with FRP junction box consisting of 10A MCB.The wiring from Junction box to Light fixture shall be carried out with 3 Core 2.5 Sqmm Copper conductor flexible cable.
318	The Street Light Pole shall be fixed with 70W LED street Light fixture including supply of controlgear / driver and lamp(Make : Cat No.LR02-102-XXX-57-G2,WIPRO MAKE / CAT NO - Greenline V2 (BRP410) Philips/equivalent make.)
319	Supply and erection of 65 mm Dia, Class B GI Pipe of 3 mtr. long with base plate, earthing studs, 3 phase and neutral loop-in and loop-out box as per specifications, 2nos 50mm dia,1.5mtr. long GI bent pipes for incoming and outgoing cables, including excavation , 1 :2 : 4 PCC Pedestal etc complete. The pole shall be with Junction box consisting of MCB. The Junction box shall be of weather proof. The wiring from Junction box to Light fixture shall be carried out with 3core 2.5sq.mm flexible copper conductor cable. The Pole shall be fixed with weather proof 72W LED ( Philips Cat No :BRP046 LED 30 CW MR S1 PSU GR/equivalent) Light fixture including supply of driver and fixing clamps etc complete.
320	Supply, testing and commissioning of following size 1.1KV grade XLPE insulated armoured aluminium conductor underground cable. The cable shall conform to IS 7098/ Part-II.
321	4Core10sq.mm
322	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required
323	Upto 35 Sqmm
324	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
325	Upto 35 Sqmm
326	Providing End terminations for the following size of 1.1 KV grade XLPE insulated armoured alluminium conductor cable with compression type steel gland, alluminum lugs using crimping tool, Insulation tape, Identification tags etc.,complete
327	4Core 10 sq.mm
328	Providing Spiral coil earthing with 8 SWG GI wire including spreading of salt and charcoal as per IS 3043/87 with latest amendments.
329	SUBHEAD -XXIII : ARBORICULTURE
330	TREE PLANTATION
331	Digging pits in all type of soils and refilling the same with the good earth (excavated / imported) & manure (organic manure/cow dung/sludge) in the ratio of 3:1 (03 part of stacked volume of manure). Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth &8% stacked volume of manure. Each pit to be mixed with antitermite chemical / granules, Thimet 10G @100-200 am/pit
332	(I) AVENUE / FLOWERING TREES / Palms
333	a) 1mts x 1mts x 1mts (L X W x D )
334	b) Each pit to be added with 100gms of Thimet 10 g granule, to control termite attack. (Repeat the treatment after 06 months, if termite persists). Flooding the pit basin with water, dressing including removal of rubbish & surplus earth, if any, with all lead & lifts
335	c) Supply and plantation of approved varieties of healthy, disease free, stout stem & well developed root system tree sapling of, 5\"-6\" height, with a clear minimum height of 4\"-5\" from basin / ground level, after plantation. Staking the tree sapling upto 3/4 height with appropriate strength of bamboo stick. Lower 1 feet of stake portion should be treated with antitermite chemical
336	i) Phonix Palm
337	ii) Red Palm
338	iii) Golden Palm
339	iv) Fox Tail Palm
340	v) Areca Palm
341	d) Maintenance of tree sapling, after plantation for 30 days or more as minimum guarantee period, for well establishment of tree sapling. Stacking to be continued till tree sapling attains the stem strength. Replacement of saplings casualties immediately
342	LAWM PLANTATION
343	a) Preparation of ground by trenching in all type of soils upto a depth of 30cm including removal & stacking of serviceable material than disposing the surplus soil with all lead & lifts, by spreading and leveling neatly. Making up the trenched area well leveled by filling with additionally supplied earth (if needed).
344	b) Now rough dressing of trenched ground including breaking clods & flooding with water.
345	c) After 10-15 days removal of weeds / unwanted grass (motha etc) with roots & disposal of uprooted material, stone rubbish etc., with all lead & lifts.
346	d) Then fine dressing of ground. Spreading and mixing with the good earth (excavated / imported) & manure (organic manure / cow dung / sludge) in the ratio of 8:1 (08 part of stacked volume of good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth & 8% stacked volume of manure. The area to be mixed with antitermite chemical / granules, Thimet 10G @ 100-200gm / sqmts. If termite persists repeat the treatment after 06 months by surface spreading the chemical.
347	e) Supply of grass and planting by dibbling the area including watering & maintenance of lawn for 30 days or more till grass forms a thick lawn cushion free from weeds
348	i) With Bermunda grass (15cm x 15cm apart)
349	ii) Carpet of grass turfing
350	iii) Supply & turfing of artificial lawn
351	iv) After ward maintenance of lawn area, green & weed free for 01 year with standard specification
352	SHRUB PLANTATION (SOLO)
353	Digging pits in all type of soils and refilling the same the good earth (excavated / imported) & manure (organic manure / cow dung / sludge) in the ratio of 5:1 (05 part of stacked volume of manure). Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth & 8% stacked volume of manure. Each pit to be mixed with antitermite chemical / granules thimet 10G @50-100gms / pit
354	i) Pit size 0.60mts x 0.60mts (Dia x Depth)
355	ii) Pit size 0.45 dia x 0.60mts Depth
356	b) Supply & plantation of shrub and / or rose sapling to pit, appropriate stacking & initial maintenance for 30 days. Replacement of sapling casualties immediately.
357	c) Afterward 01 year maintenance as per standard specification
358	SHRUBBERY PLANTATION - (SHRUBS IN GROUPS)
359	Digging beds in all type of soils and refilling the same with the good earth (excavated / imported) mixed with antitermite chemical / granules @100gm/sqmts) & manure (organic manure / cow dung / sludge) in the ratio of 5:1 by volume (05 part of staked volume of good earth & 1 part of stacked volume of manure). Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth &8% stacked volume of manure
360	i) L X W X 0.60 mts depth
361	b) For roses, rose mixture @500gms / sq mts to be used additionally, before plantation
362	c) Termite treatment - Thimet 10G granules @100 gms / Sqmts
363	d) Supply & plantation of shrub sapling to pit, appropriate stacking & initial maintenance
364	e) Afterward 01 year maintenance as per standard specification
365	HEDGE PLANTATION
366	a) Digging trenches of approved / desired size of L X W (45-50cms) X D (30-60cm) in all type of soil. Refilling the trenches with good earth (excavated / imported) mixed with manure (cowdung / sludge / dump) in the ration of 5:1 (05 part of good earth and 01 part of manure by stacked volume). Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth &8% stacked volume of manure. Fore Termite treatment add Thimet 10G granules @ 100gms / running mts. Flooding the trench with water and than rough & fine dressing of trenched area including removal of undesirable weeds & vegetation.
367	b) Supply & plantation of approved varieties of hedge plant saplings. It should be well grown, fully established & disease free. Sapling height & density as follows
368	i) Hedge with sapling height -0.45 mts to 0.60mts (After Plantation)
369	ii) Density - @07 Nos plants / running meters (staggered condition)
370	c) Maintenance the hedge by regular watering, trimming & pruning etc for 30 days initially. Replacement of sapling casualties immediately
371	d) Afterward maintenance of hedge length for 01 (one) year as per standard maintenance specification
372	GROUND COVER
373	Digging of ground cover marked area upto a depth of 30 cms in all type of soils. Refilling the same with (excavated / supplied) good earth mixed with manure (organic / cow dung / sludge) in the ration of 8:1 (08 part of good earth *01 part of manure by stacked volume). Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth & 8% stacked volume of manure. For Termite treatment add Thimet 10G granules @100 gms/Sq mts. Flooding with water the entire area. Rough & fine dressing of the ground cover bed area and removal of weeds & unwanted vegetation & its disposal
374	b) Supply and plantation of approved / desired ground cover plant varieties, well established, fully grown, disease free and good foliage. Plantation density should be @36 ground cover plants / square metre, or less as desired or decided by site incharge. Maintenance of all the ground cover area for 30 days till the plants establish well.
375	c) Regular maintenance afterward for 01 year as per standard specification
376	FLOWER BED PREPARATION
377	Digging of FLOWER BED marked area upto a depth of 30 cms (Canna Beds - 60cms depth) in all type of soils. Refilling the same with (excavated / supplied) good earth mixed with manure (organic / cowdung/ sludge) in the ration of 5:1 (05 part of good earth & 01 part of manure) . Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% by stacked volume of stacked volume of good earth & 8% stacked volume of manure. For Termite treatment add Thimet 10G granules @100gms / sq mts. Flooding the entire with water. Rough & fine dressing the flower bed area and removal of weeds & unwanted vegetation & its disposal with all lead and lifts
378	a) SEASONAL FLOWERING BED SIZEFORMAL STYLE - Lx1.0mts width, INFORMAL STYLE - Any style as desired
379	b) Supply & plantation of seasonal flowers sapling @36 seedlings / sq mts (minimum three times in a year)
380	i) BUL BOUS / CUTTINGS - FLOWERING - Dahalia Plants @16 plants / Sqm) Winter
381	c) Maintenance of flower beds regularly upto 1 year as per standard specifications. Replacement of casualty immediately
382	MOUND
383	Preparation of mounds of various size and shape by available excavated / supplied earth in a layers not exceeding 20cm in depth, breaking clods, watering of each layer, dressing etc with all lead & lifts complete as per direction of Officer in charge. Cost of manure / sludge and good earth if needed to be paid separately, after reduction of 20% of stacked volume of good earth and 8% stacked volume of manure
384	BRICK EDGING
385	Edging with bricks (Class I) laid in PCC (1:2:4) length wise, including required excavation, refilling, consolidating withhand packing and spreading surplus earth neatly within all lead and lifts
386	Brick Paving : Supply and Paving of wire cut bricks on sand bed
387	Terracotta Pot : Terracotta Pots of height 4\" & width 1m made with 8mm rod chicken mesh with cement mortar complete
388	PVC Pipe Line : Supply & laying of 63mm dia PVC pipeline of ISI including excavation of outlet back filling of trenches of 0.60m depth fixing with all accessories and providing outlet wherever required back filling of trenches etc complete
389	Supply & erection of 2 Hp pump with all accessories including panelboard etc
390	Supply, erection, testing and commissioning of 1.5sqmm 3 core copper cable
391	GOOD EARTH / AGRICULTURE SOIL
392	a) Supply and stacking of good earth / agriculture soil from approved source / field ; of approved quality / pH & suitable for plantation work with all leads, lifts, carriage and royalty / taxes etc. Cost of good earthto be paid separately, after reduction of 20% of stacked volume of good earth
393	b) Cattle manure : Supply of cattle manure

Tender Documents

SR No	FileName	File Description
1	Click here to download tender document	Tender Documents
2	Click here to download tender document	Tender Documents
3	Click here to download tender document	Tender Documents
4	Click here to download tender document	Tender Documents
5	Click here to download tender document	Tender Documents
6	Click here to download tender document	Tender Documents

Also Visit

Tenders

Andhra Pradesh Tenders

Construction Tenders

Fencing Work Tenders

Wire Fencing Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Provision Of Additional Security Check Post With Lc Fencing / Partition Wall In Between Technical Area And Non Technical Area At Noar Kurnool, Orvakal-Andhra Pradesh

Tender Documents

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Provision Of Additional Security Check Post With Lc Fencing / Partition Wall In Between Technical Area And Non Technical Area At Noar Kurnool, Orvakal-Andhra Pradesh

Tender Documents

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us