Tender For Work Of Establishing A New Park On Theside Of The Highway In Tatyaa Tope Nagar., Kanpur-Uttar Pradesh

TDR : 56085761

Tender Notice
BOQ

10 Days Left

Kanpur , Uttar Pradesh

Tender Brief : Tender For Work Of Establishing A New Park On Theside Of The Highway In Tatyaa Tope Nagar.

Document Fees
₹ 11800 /-

EMD
₹ 2464000.0 /-

Tender Value
₹ 12.31 Crore /-

Submission Date
01-07-2026

Competition Type
Indian

Bidding Type
Tender

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1	Name of Item
2	Sub-Head I: Site Clearance
3	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.
4	All kinds of soil
5	Extra rates for quantities of works, executed:
6	In or under water and/or liquid mud, including pumping out water as required
7	Carriage of excavated material as directed by Engineer in Charge for the following leads
8	Excavated Earth For 5 KM
9	Excavated Rock For 5 KM
10	Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
11	All kinds of soil
12	Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same.
13	All kinds of soil
14	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
15	Supplying chemical emulsion in sealed containers including delivery as specified.
16	Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
17	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
18	In cement mortar
19	Sub-Head II: Buildings & Other Structures
20	Site Clearance & Earthwork
21	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.
22	All kinds of soil
23	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.
24	Ordinary rock
25	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.
26	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.
27	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
28	Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
29	Cement Concrete Work
30	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
31	1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
32	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
33	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
34	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 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.
35	Reinforced Concrete Work
36	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
37	1:1.5:3 (1 cement : 1.5 coarse sand (zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
38	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
39	1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
40	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
41	Centering and shuttering including strutting, propping etc. and removal of form for :
42	Foundations, footings, bases of columns, etc. for mass concrete
43	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
44	Suspended floors, roofs, landings, balconies and access platform
45	Lintels, beams, plinth beams, girders, bressumers and cantilevers
46	Columns, Pillars, Piers, Abutments, Posts and Struts
47	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
48	Thermo-Mechanically Treated bars of grade Fe-500D or more
49	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
50	Thermo-Mechanically Treated bars of grade Fe-500D or more.
51	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
52	Cement mortar 1:4 (1 cement : 4 coarse sand)
53	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 :
54	Cement mortar 1:4 (1 cement : 4 coarse sand)
55	Doors & Windows
56	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
57	For fixed portion
58	Powder coated aluminium (minimum thickness of powder coating 50 micron)
59	For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
60	Powder coated aluminium (minimum thickness of powder coating 50 micron)
61	Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin-charge.
62	Pre-laminated particle board with decorative lamination on both sides
63	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
64	Second class teak wood
65	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately)
66	Second class teak wood
67	35 mm thick shutters sqm
68	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
69	With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm)
70	Steel Work
71	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
72	Hot finished welded type tubes
73	Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
74	Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
75	Flooring & Finishing
76	Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
77	With granite stone of area less than 0.50 sqm.
78	Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
79	30 mm thick
80	Providing and fixing dry cladding upto 10 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid for separately)
81	Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid).
82	Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
83	40 mm thick
84	Providing and laying flamed finish 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 white cement 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 :
85	Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
86	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 white cement 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.
87	Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent
88	Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red
89	Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
90	With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm.
91	With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm
92	Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge.
93	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.
94	Red sand stone
95	Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge:
96	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.
97	80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
98	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.
99	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
100	Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge.
101	Finishing walls with textured exterior paint of required shade :
102	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
103	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
104	40 mm thick with 20 mm nominal size stone aggregate
105	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
106	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
107	Horticulture
108	Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
109	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).
110	Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :
111	Rough dressing the trenched ground including breaking clods.
112	Fine dressing of the ground.
113	Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
114	Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)
115	Mixing earth and sludge or manure in the required proportion specified ordirected by the Officer-in-charge
116	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)
117	2.14.1 Holes 1.2 m dia and 1.2 m deep
118	2.14.2 Holes 90 cm dia, and 90 cm deep
119	2.14.3 Holes 60 cm dia, and 60 cm deep
120	SUPPLY OF PLANT
121	Providing and stacking of Trees of height 3.00-3.50Min big polybag of size 25 cm as per direction of the officer-in-charge.
122	Terminalia arjuna Tree (Girth-90-110mm and height-3.0-3.5 M)
123	Lagerstroemia speciosa CrapeMyrtle Tree (Girth-90-110mm and height-3.0-3.5 M)
124	Casuarina equisetifolia She oak Tree (Girth-90-110mm and height-3.0-3.5 M)
125	Callistemon citrinus Bottle Brush Tree (Girth-90-110mm and height-3.0-3.5 M)
126	Mimusops elengi Maulsari Tree (Girth-90-110mm and height-3.0-3.5 M)
127	Saraca asoca Ashoka Tree (Girth-75-90mm and height-2.5-3.0 M)
128	Plumeria alba Champa White Tree (Girth-130-150 mm and height-2.0-2.5 M)
129	Plumeria rubra Champa Red Tree (Girth-100-130mm and height-2.0-2.5 M)
130	Cassia fistula Amaltas Tree (Girth-90-110mm and height-3.0-3.5 M)
131	Bauhinia purpurea Kachnar Tree (Girth-90-110mm and height-3.0-3.5 M)
132	Delonix regia Gulmohar Tree (Girth-90-110mm and height-3.0-3.5 M)
133	Jacaranda mimosifolia Neel Mohar Tree (Girth-90-110mm and height-3.0-3.5 M)
134	Terminalia mantaly Umbrella Tree (Girth-100-125mm and height-3.5-4.0 M)
135	Erythrina indica Pangara Tree (Girth-90-110mm and height-3.0-3.5 M)
136	Bombax ceiba Silk Cotton Tree (Girth-100-125 mm and height-3.0-3.5 M)
137	Salix babylonica Weeping Willow Tree (Girth-100-125mm and height-3.0-3.5 M)
138	Syzygium cumini Jamun Tree (Girth-90-110mm and height-3.0-3.5 M)
139	Psidium guajava Amrood Tree (Girth-70-90mm and height-1.5-2.0 M)
140	Phyllanthus emblica Amla Tree (Girth-70-90mm and height-1.5-2.0 M)
141	Cordia myxa Lasoda Tree (Girth-90-110mm and height-3.0-3.5 M)
142	Butea monosperma Palash Tree (Girth-90-110mm and height-3.0-3.5 M)
143	Morus alba White Mulberry Tree (Girth-90-110mm and height-3.0-3.5 M)
144	Roystonea regia Royal Palm (Girth-400-500mm and height-2.7-3.0 M)
145	Phoenix dactylifera Date Palm (Girth-500-600mm and height-3.0-3.5 M)
146	Cycas revoluta Cycas Palm (Girth-250-300mm and height-Stem HT 300 mm )
147	Pistia Water Cabbage Zone-1 Hydrophytes ( height-0.30-0.45 M)
148	Nymphaea Water Lily Zone-1 Hydrophytes ( height-0.30-0.45 M)
149	Nelumbo nucifera Indian Lotus Zone-1 Hydrophytes ( height-0.30-0.45 M)
150	Iris Lily Zone-2 Marginal Aquatic ( height-0.30-0.45 M)
151	Cyperus involucratus Umbrella Palm Zone-2 Marginal Aquatic ( height-0.30-0.45 M)
152	Thalia dealbata Hardy Water Canna Zone-2 Marginal Aquatic ( height-0.30-0.45 M)
153	Alocasia Elephant Ear Zone-2 Marginal Aquatic ( height-0.30-0.45 M)
154	Zephyranthus species Rain Lily Zone-2 Marginal Aquatic ( height-0.30-0.45 M)
155	Murraya koenigii Curry Leaf Zone-3 Butterfly ( height-0.45-0.60 M)
156	Cyperus golden Umbrella Palm Zone-3 Butterfly ( height-0.30-0.45 M)
157	Citrus species Lemon Zone-3 Butterfly ( height-0.45-0.60 M)
158	Murraya exotica Kamini Zone-3 Butterfly ( height-0.45-0.60 M)
159	Barleria cristata Philippine Violet Zone-3 Butterfly ( height-0.30-0.450 M)
160	Ixora coccinea Jungle Geranium Zone-3 Butterfly ( height-0.30-0.45 M)
161	Passiflora caerulea Blue Passion Flower Zone-3 Butterfly ( height-0.30-0.450 M)
162	Holy Basil Zone-3 Butterfly ( height-0.30-0.45 M)
163	Hibiscus rosa-sinensis Gudhal Zone-3 Butterfly ( height-0.45-0.60 M)
164	Marigold Genda Zone-3 Butterfly ( height-0.30-0.45 M)
165	Jasminum sambac Mogra Zone-3 Butterfly ( height-0.25-0.30 M)
166	Jasminum grandiflorum Chameli Zone-3 Butterfly ( height-0.30-0.45 M)
167	Lagerstroemia indica Crape Myrtle Shrub ( height-0.45-0.60 M)
168	Acalypha indica Acalypha Shrub ( height-0.30-0.450 M)
169	Nerium oleander Kaner Shrub ( height-0.45-0.60 M)
170	Hamelia patens Firebush Shrub ( height-0.3-0.450 M)
171	Tecoma gaudichaudi Yellow Bells Shrub ( height-0.45-0.60 M)
172	Cestrum nocturnum Raat ki Rani Shrub ( height-0.60-0.750 M)
173	Murraya exotica Kamini Shrub ( height-0.45-0.60 M)
174	Nyctanthes arbor-tristis Parijat Shrub ( height-0.90-1.050 M)
175	Hibiscus rosa-sinensis Gudhal Shrub ( height-0.45-0.60 M)
176	Ixora spp.Ixora Shrub ( height-0.30-0.450 M)
177	Tabernaemontana coronaria Chandni Shrub ( height-0.45-0.60 M)
178	Calliandra haematocephala Red Powder Puff Shrub ( height-0.45-0.60 M)
179	Eranthemum roseumEranthemum Shrub ( height-0.3-0.450 M)
180	Euphorbia caracasana
181	Wedelia trilobata wedelia Ground Cover ( height-0.15-0.20 M)
182	Syngonium Variegated Syngonium Shrub ( height-0.15-0.20 M)
183	Asparagus sprengeri Sprenger\\"s Fern Ground Cover ( height-0.15-0.200 M)
184	Rhoeo spathacea Oyster Plant Ground Cover ( height-0.15-0.200 M)
185	Pandanus Screw pine Ground Cover ( height-0.15-0.200 M)
186	Dianella tasmanica Dianella Ground Cover ( height-0.30-0.450 M)
187	Ipomoea Morning Glory Ground Cover ( height-0.15-0.200 M)
188	Ophiopogon planiscapus Black Grass Ground Cover ( height-0.15-0.200 M)
189	Hymenocallis littoralis Spider Lily Ground Cover ( height-0.30-0.450 M)
190	Verbena canadensis Rose Verbena Ground Cover ( height-0.30-0.450 M)
191	Plumbago capensis Plumbago Ground Cover ( height-0.30-0.450 M)
192	Jasminum sambac Mogra Ground Cover ( height-0.30-0.450 M)
193	Grassing Work
194	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.
195	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
196	Mound Making
197	Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge.
198	Design, Supply, Installation, Testing & Commissioning of Automatic Landscape Irrigation System(Total Lawn area) asper direction of E/I.
199	PHE WORKS
200	SOIL WASTE & VENT PIPES AND FITTINGS
201	Providing and fixing soil, waste and vent pipes :
202	100mm Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
203	75mm Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989.
204	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc.:
205	For 75 mm dia pipe
206	Providing and fixing plain bend of required degree.
207	100mm centrifugally cast (spun) iron S&S as per IS:3989.
208	Providing and fixing heel rest sanitary bend
209	75mm centrifugally cast (spun) iron S&S as per IS:3989.
210	Providing and fixing single equal plain junction of required degree :
211	100x100x100 mm Sand cast iron S&S as per IS - 3989
212	Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :
213	75mm Sand cast iron S&S as per IS - 3989
214	Providing and fixing terminal guard :
215	75mm Sand cast iron S&S as per IS - 3989
216	Providing drip seal (Density 1.95 gm/cc) joints to .C.I. pipes and specials including cost of drip seal, yarn and tools etc of approved make (as per approval of engineer-in-charge). The drip seal shall be in two pack system which hardnes on mixing. Drip shall have setting time of 4 to 6 hours and shall able to stand pressure of 20 kg/cm2 afrer hardeing. Drip seal shall be provided in quantity as indicated against each dia meter of pipe below.
217	100 mm ( 200 to 250 gm/joint)
218	75 mm ( 150 to 170 gm/joint)
219	Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :
220	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 :
221	100mm inlet and 100mm outlet Sand cast iron S&S as per IS: 3989
222	Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :
223	75mm diametre pipe
224	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
225	1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
226	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (Internal work)
227	32mm nominal bore
228	50mm nominal bore
229	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :
230	32mm diameter pipe
231	50mm diameter pipe
232	TOTAL (Carried Over to Summary )
233	INTERNAL WATER SUPPLY
234	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.
235	Internal work - Exposed on Wall
236	25 mm nominal outer dia Pipes
237	32 mm nominal outer dia Pipes
238	40 mm nominal outer dia Pipes
239	50 mm nominal outer dia Pipes
240	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
241	Concealed work, including cutting chases and making good the walls etc.
242	15 mm nominal outer dia Pipes
243	20 mm nominal outer dia Pipes
244	25 mm nominal outer dia Pipes
245	32 mm nominal outer dia Pipes
246	40 mm nominal outer dia Pipes
247	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
248	40 mm nominal bore.
249	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 holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
250	Providing and fixing lever operated gun metal ball valve with SS ball.
251	25mm nominal bore
252	32mm nominal bore
253	40mm nominal bore
254	50mm nominal bore
255	Providing and fixing class-O Kaiflex ST insulation 6mm thick to hot water pipe and fittings and valves as per manufacturer's recommendations complete to satisfaction of Engineer in charge.
256	20mm nominal bore
257	TOTAL (Carried Over to Summary )
258	SANITARY FIXTURES
259	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
260	White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
261	Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.
262	Providing and fixing vitreous China Sanitary fixturs and CP fitting and other accessaries for Handicapped toilet Hindware Cat no. 70002 (Matrix Set-1) or equivalent make CERA Cat. no. CRANE. Each Matrix Set shall comprised (Wash Basin 65 x 35 with one pair mounting brackets, EWC & Cistern complete with fittings & seat cover, one no hinged rail 76 cm and five nos of grab rails 60 cm). complete all respect.
263	Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
264	Providing and fixing white glazed vitreous china wash basins with C.P. pillar tap/mixer, C.P. brass waste 32mm C.P. bottle trap and unions and sealing of joints between wash basins and counter slabs around the wash basins with Silicone rubber cement of approved make of matching colour all complete including cutting and making good the walls and floors where required.
265	H.S.I. Rhapsody Wash basin No. 10045 (over counter) (630 x 500mm) or equivalent make with C.P. Pillar Cock Auto Closing System (Jaquar Cat No. PRS-031) or approved equivalent GROHE Cat. No.- 20159000 & KOHLER Cat. No.-K-11545IN-4-CP, C.P. brass waste Jaquar Cat No. ALD-709 or approved equivalent GROHE Cat. No.- 28910000& KOHLER Cat. No.-K-45432IN-CP & C.P. bottle trap Jaquar Cat. No. ALD-769B, GROHE Cat. No. -28920000 & KOHLER Cat. No. -K-16407IN-CP or equivalent make.
266	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :
267	Kitchen sink with drain board
268	510x1040 mm bowl depth 250 mm
269	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :(with WC)
270	15 mm nominal bore
271	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.(with Drinking water, Shower & Janitor Sink)
272	15 mm nominal bore
273	Providing and Fixing Health Faucet JAQUAR Cat. No. 573 (ALLIED SERIES) or equivalent make GROHE Cat. No.- 27513000 & KOHLER Cat. No.- K-12927IN-CP with flexible pipe and wall hook with each European W.C. Pan.
274	Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
275	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.
276	Providing and fixing automatic high pressure electric water heaters HAVELLS-Monza or equivalent make VENUS-Magma-Vertical /RACOLD-Etrno-2 ER2 with glass lining thermostats with each element and high temperature cut off, necessary insulation, safety valve, etc. all complete.
277	15 litres (15GV)
278	Providing and fixing S.S. hinged grating, 1.5mm thick with frame (Neer Cat. No. - NRG 7006 or equivalent make CHILLY-CRG-R-127 (Square Classic)/JAYNA NEW HEAVY GRATINGS Cat. No. NHG 140 including setting in floor with cement mortar 1:3.
279	Providing and fixing C.P. brass twin robe hooks, JAQUAR Cat. No. 1161 or equivalent make GROHE Cat. No. 40461000 & KOHLER Cat. No. - K-16256-CP.
280	Providing and fixing, Glass Bottle Liquid Soap Dispenser with push lever assembly complete with soap refill - (JAQUAR Cat No. ACN-1135N) Make or approved equivalent GROHE Cat. No.- 40389KS0 & KOHLER Cat. No. -K-10712D-CP.
281	Providing and fixing CP brass Sink Mixer, mixing fittings (JAQUAR Cat. No. CON-CHR-309KN/ /KOHLER-K-37315IN-4-CP /GROHE Cat. No. -31233000 or approved equivalent.
282	Providing and fixing white glazed vitreous china Division Plates for urinals (H.S.I. Cat no. 61001 approved equivalent) of size 680x 300 mm.
283	Providing and fixing 15mm C.P. brass Connection Pipe Jaquar Cat No. ALD-805B (450mm Long Braided Hose with Two 15mm Nuts & Rubber Washers Without Nipple (Suitable for WC, Geysers & Basin Mixers) or equivalent make union nuts complete with C.P. brass flange including cutting and making good the walls wherever required. (with angle valve)
284	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
285	15mm nominal bore
286	Providing and fixing stainless steel Toilet Paper Holder JAQUAR Cat. No. ACN-1151N or equivalent make KOHLER Cat. No. -K-10554-CP & GROHE Cat. No. -40457000 fixed in position by means of C.P. screws and rawl plugs embedded in the walls complete including cutting and making good the walls wherever required.
287	RAIN WATER PIPES AND FITTINGS
288	Providing and fixing SWR uPVC pipes (Type-B) confirming to IS 13592 : 1992 including all fittings e.g. plain or door bends, junctions, cowls, offsets, access pieces etc. jointing with rubber rings and solvent cement including cutting holes in RCC/ Masonry walls and floors wherever required and making good the same complete as per specifications. (The cost of cutting holes of all sizes in RCC walls, slabs & beams wherever required including making good the same with sealents as required by the engineer-in-charge shall be included in the rate).
289	160mm diameter
290	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
291	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
292	1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
293	TOTAL (Carried Over to Summary )
294	FIRE EXTINGUISHERS
295	Providing and fixing ABC powder stored pressure type fire extinguishers consisting of welded MS cylindrical body, squeeze lever discharge valve fitted with pressure indicating gauge internal discharge tube, 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket, conforming to ISI finished externally with red enamel paint and fixed to wall with brackets complete with internal charge.
296	Capacity 6 kg. IS 13849
297	Providing and fixing Carbon-di-oxide fire extinguishers consisting of welded M.S cylinderical body,squeeze lever discharge valve fitted with internal dischargetube, 30cms long high pressure discharge hose, discharge nozzle, suspension bracket, confirming to IS : 934 finished externally with red enamel paint and fixed to wall with brackets with rawl plug/dash fasteners complete with internal charge.
298	Capacity 4.5 kg. I.S.I. Marked.
299	4 buckets set with sand, self-supported M.S. stand i/c shed duly painted with red colour as per IS.
300	TOTAL (Carried Over to Summary )
301	EXTERNAL WATER SUPPLY
302	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.
303	External Work
304	50mm nominal outer dia pipes
305	Providing, laying & jointing in position of uPVC pipes (I.S.:4985-1981) of 8kg/cm2 rating with all fittings and accessories e.g. couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. jointing as per manufacturers' instruction, including earth work in excavation and refilling (Earth work includes 450mm of soil cover over the pipe and width of 300mm). (For Irrigation lines).
306	25mm OD- 8 kg/cm²
307	32mm OD- 8 kg/cm²
308	40mm OD- 8 kg/cm²
309	50mm OD- 8 kg/cm²
310	75mm OD- 8 kg/cm²
311	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for 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 :
312	With common burnt clay F.P.S (non modular) bricks of class designation 7.5
313	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 :
314	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
315	Providing, fixing, testing & commissioning lever operated gun metal ball valve with SS ball.
316	15mm nominal bore
317	50mm nominal bore
318	65mm nominal bore
319	Providing, fixing, testing & commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications.
320	NON - RETURN VALVE with duel plate of C I body SS plates vulcanized NBR seal flanged end & PN 16 pressure rating for chilled / hot water circulation including insulation as specified.
321	65 mm dia
322	Providing, fixing, joints and testing in position the following UPVC Pipe confirming to IS:4985 of 10kg/sqcm quickfit type for garden irrigation system cut to required length pipe to be laid below level in trenches up to required depth, including excavation in all kind of soil (hard rock) dewatering, refilling, watering, ramming and removing the surplus excavated material and putting 100 m sand all-around and making good the same.
323	25 mm od
324	Providing, fixing, In position Brass Sprinkler including riser pipe & accessories for garden/green area complete as required.
325	Providing, fixing, in position 25 mm dia Lawn hydrant consisting of 25 mm dia Ball Valve, G.I nipple and threaded hose reciever complete as required.
326	TOTAL (Carried Over to Summary )
327	SEWERAGE SYSTEM
328	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:
329	100mm dia SW pipe
330	150mm dia SW pipe
331	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 :
332	150 x 100mm size P-type
333	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
334	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size), inside plastering 12mm 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 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :
335	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):
336	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
337	Extra for depth for manholes:
338	Size 90 x 80 cm
339	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
340	Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
341	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.
342	All kinds of soil
343	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.
344	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 :
345	All kind of soils
346	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
347	Constructing of masonry Grease Trap with brick masonry in cement mortar 1:5 (1 cement: 5 fine sand) RCC top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) including RCC Baffle walls, excavation and refilling inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a 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) complete with Two nos. CI light duty Manholes covers of size 600x600x600mm at top slab.
348	Size 1.5mx0.75mx0.75m deep
349	TOTAL (Carried Over to Summary )
350	STORM WATER DRAINAGE SYSTEM
351	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 :
352	150mm dia RCC pipe
353	Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast RCC horizontal grating with frame complete as per standard design.
354	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
355	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 :
356	All kind of soils
357	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
358	Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bedof dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-incharge.
359	TOTAL (Carried Over to Summary )
360	BOREHOLE FOR RAIN WATER HARVESTING (8 NOS.)
361	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.
362	All types of soil
363	300 mm dia
364	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.
365	150 mm nominal size dia
366	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
367	150 mm nominal size dia
368	Providing and fixing bail plug/Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I).
369	150 mm dia
370	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
371	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
372	Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer –in-charge.
373	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.
374	Construction of Recharge well including earth work in excavation in overarea, foundations in all kinds of soil/ordinary rock including all lifts and lead, backfilling, including PCC (1:4:8) work, masonry work, RCC M15 grade work in top slab including reinforcement, centering, shuttering, 12mm cement plastering (1:3) finished with a float coat of neat cement, as per techncial specifications, drawings, all complete.
375	Construction of De-Silting Chamber including earth work in excavation in overarea, foundations in all kinds of soil/ordinary rock including all lifts and lead, backfilling, including PCC (1:4:8) work, masonry work, RCC M15 grade work in top slab including reinforcement, centering, shuttering, 12mm cement plastering (1:3) finished with a float coat of neat cement, as per techncial specifications, drawings, all complete.
376	Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm mm x 1.6 mm complete, all as per direction of Engineer-in-charge.
377	Providing, laying, jointing & testing of following UPVC. pipes with solvent cement joint for 8 kg/ sq. cm. pressures including testing of joints, cost of jointing materials etc. complete in all respect.(class B) IS: code
378	200 mm diameter
379	TOTAL (Carried Over to Summary )
380	TUBEWELL AND TUBEWELL PUMPS (2 NOS.)
381	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. (Quantity of depth of bore hole indicated in quantity is indicative. Exact depth will be ascertened as per water aquifer of site)
382	Rocky strata including Boulders
383	300 mm dia
384	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. (Quantity of pipes of indicated in quanty is indicative. Exact depth will be ascertened as per water aquifer of site)
385	150 mm nominal size dia
386	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.
387	150 mm clamp.
388	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 tubewel, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. (Quantity given is indicated in quantity is indicative. Exact time of development quality of water aquifer of site )
389	Providing, fixing, testing & commissioning of single / multistage submersible tubewell pump suitable for 150mm bore with stainless steel casing, NORYL impeller, stainless steel shaft and built in non return valve coupled with submersible squirrel cage motors suitable for 145V ± 10% volts. 3 phase, 50 cycles AC supply.
390	Capacity 400 lpm
391	Head 50m to 60m
392	Head may vary depdending upon depth of auqafire of site. The agency to quote accordingly
393	Providing, fixing, testing & commissioning of 80mm dia GI column pipe of heavy class duly flanged.
394	Providing, fixing, testing & commissioning of gunmetal pressure gauge (100mm dia) of rating (0-10 kg/cm2) with gunmetal isolating cock and connecting pipe.
395	Providing, fixing, testing & commissioning of 80mm cable clips with nuts & bolts.
396	Providing, fixing, testing & commissioning of 80mm dia supporting clamps with nuts and bolts.
397	Providing, fixing, testing & commissioning of 3C - 6 sq.m submersible cable. (Quantity of cable may vary depding upon the the depth of water aquafire at site.)
398	Providing, fixing, testing & commissioning of Butterfly valve of cast body with stainless steel disc and stainless steel stem, teflon bushing and niterite o'rings.
399	80 mm dia
400	Providing, fixing, testing & commissioning of steel wire rope 6mm dia complete with wire rope clamps for safety of pump set.
401	Providing, flaying, testing & commissioning of 1.1KV grade aluminium conductor PVC insulated and PVC sheathed armoured cables including 8 SWG GI earth wire on surface/cable trays as required.
402	3 Core - 6sq.mm
403	Providing, installation, testing & commissioning of dust and vermin proof motor control panel fabricated from 14 SWG MS sheet with stove enamelled paint and comprising of: Outdoor type.
404	63 amps incoming MCB (1 No.)
405	One no fully automatic Dol starter with push buttons and indicating lights.5.5 KWs
406	One panel type volt meter 96mm square with Rotary selection switch for reading voltage between phase and neutral or incoming feeder.
407	Three Neon Phase indicating lights on the incoming Main.
408	One Ampere meter 96mm square panel type of appropriate range.
409	Etched plastic identification plates for all switch gears.
410	Space for liquid level controller.
411	All internal wiring should be colour coded from incoming main to switchgear, starters, meters, indicating lights.
412	Supplying of 150mm dia tail plug with all required specials complete as per directions of Engineer -in-Charge.
413	150 mm clamp.
414	TOTAL (Carried Over to Summary )
415	EFFLUENT TREATMENT PLANT
416	Supply, erection, testing and commissioning of pre fabricated package type Effluent treatment plant for hospital waste.
417	Daily Avg. Sewage : 5 m3/day
418	PH : 6.5 - 8.0
419	BOD : 400 mg/l
420	S. Solids : 250- 300 mg/l
421	COD : 500- 800 mg/l
422	Oil & grease : < 150 mg/l
423	Coliform : 106 - 107 counts / 100 ml
424	Effluent discharge standard after treatment:
425	Conforming to requirement approved standards
426	PH : 6.5 - 8.0
427	BOD 5 : < 20 mg/l
428	S. Solids : < 10 mg/l
429	COD : < 60 mg/l
430	Oil & grease : < 30 mg/l
431	Coliform : < 1000 counts / 100 ml
432	Effluent treatment plant shall include supply erection, testing & commissioning of the following items:
433	Manual Bar screen (SS-304) for 5m3/day at the inlet of receiving sump.
434	Suitable for 5m3/day.
435	Effluent pumps: Centrifugal type, non clog self priming pumps complete with valves, suction and delivery header of an approved make of suitable capacity capable of handling 8-10 mm size solids for untreated effluent mounted on a base plate, suitable vibration eliminated pads of approved design for pump foundation, motor to be suitable for 400/440 volts, 3 phase, 50 cycles AC supply with rpm, to suit the corresponding pumps.
436	Capacity 1.0 m3/hr at 10m head (For sewage lifting from equilisation tank).
437	Pre Fabricated Package type Effluent treatment plant for kitchen waste of capacity 5 kld in MS, internally FRP lined and externally painted with 2 coats of red oxide and 2 coats of enamel paint comprising of the following:
438	Air Blowers with canopy suitable for ETP 5 cum/day - 2nos (1w+1s) capacity 30m3/hr and 4000mmwc.
439	Air Grid in HDPE for equilisation tank, FAB tank & sludge holding tank. - 1 Lot.
440	Oil Skimmer, Flocculator cum Primery Tube Settler suitable for 5 KLD ETP in MS internally and externally FRP lined complete with slow speed agitator, desludge valve and media as required. Tube settler to be designed at a rise rate of 2m/hr - 1 Set.
441	Advance MBBR Reactor based on PVA Gel Technology as per drawing with internals and media - 1 Set.
442	Seconadry Tube Settler suitable for 5 KLD ETP in MS internally and externally FRP lined complete with slow speed agitator, desludge valve and media as required. Tube settler to be designed at a rise rate of 2m/hr - 1 Set.
443	Chemical dosing system for poly electrolyte, through electronic metering pumps. Dosing tank to have slow speed agiatator
444	Filter feed tank in MS internally FRP lined and externally painted with 2 coats of red oxide and 2 coats of enamel paint.
445	Treated water tank in MS internally FRP lined and externally painted with 2 coats of red oxide and 2 coats of enamel paint.
446	Centrifuge Feed Pumps: Centrifugal type, non clog self priming pumps complete with valves, suction and delivery header of an approved make of suitable capacity capable of handling 8-10 mm size solids for untreated effluent mounted on a base plate, suitable vibration eliminated pads of approved design for pump foundation, motor to be suitable for 400/440 volts, 3 phase, 50 cycles AC supply with rpm, to suit the corresponding pumps.
447	Capacity 1.0 m3/hr at 15m head
448	Basket Centrifuge, top discharge type for sludge dewatering suitable for 5 KLD ETP.
449	Tertiary treatment conprising of the following:
450	Filter Feed pumps: Centrifugal type, non clog self priming pumps complete with valves, suction and delivery header of an approved make of suitable capacity for treated effluent mounted on a base plate, suitable vibration eliminated pads of approved design for pump foundation, motor to be suitable for 400/440 volts, 3 phase, 50 cycles AC supply with rpm, to suit the corresponding pumps. 2 nos (1w+1s).
451	Capacity 1.0 m3/hr at 30m head.
452	Treated water pumps: Centrifugal type, non clog self priming pumps complete with valves, suction and delivery header of an approved make of suitable capacity for treated effluent mounted on a base plate, suitable vibration eliminated pads of approved design for pump foundation, motor to be suitable for 400/440 volts, 3 phase, 50 cycles AC supply with rpm, to suit the corresponding pumps.
453	Capacity 1m3/hr at 40m head.
454	Vertical FRP Dual Media Filter: complete with initial charge of filter media, face piping and valves accessories, painting, testing and commissioning complete. The filter to be designed for a filtration velocity of 15m/hr.
455	Vertical FRP Acuativated carbon Filter : complete with initial charge of filter media, face piping and valves accessories, painting, testing and commissioning complete. The filter to be designed for a filtration velocity of 15m/hr.
456	Electrical panel: complete with all suitable feeders, contactors, etc with MIMIC.
457	Pipe lines and valves: MS (medium class) / CPVC complete with fittings e.g. tees, crosses, plugs, sockets, elbows, reducers, supports and clamps, etc., cutting chases including painting pipes and fittings with epoxy paint over a coat of primer.
458	Intrumentation comprising of the following items.
459	Digital energy meter in the electrical panel - 1no.
460	Inlet sewage & Outlet treated water magnetic flow meter - 1 each
461	pH meter - 1 no
462	Level switches for auto operation of the system- I lot
463	Approval: Contractor to provide adequacy report consisting of inlet and out test reports, report/drawings as per pollution board requirement. Contractor shall include the cost of all chemicals consumed during testing and commissioning and the cost of such items of works, which are not explicity mentioned above.
464	Add for Erection Charges:- Rs. 50000/- will be charged towards erection testing & commissioning.
465	TOILET BLOCK
466	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.
467	All kinds of soil
468	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.
469	Ordinary rock
470	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.
471	Carriage of Materials by Mechanical Means including loading, unloading and stacking
472	Earth for 5km
473	Excavated Rock for 5 km
474	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.
475	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
476	Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
477	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
478	1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
479	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
480	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
481	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 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.
482	Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits.
483	40 mm thick
484	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
485	1:1.5:3 (1 cement : 1.5 coarse sand (zone-lIll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
486	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
487	1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
488	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
489	Centering and shuttering including strutting, propping etc. and removal of form for :
490	Foundations, footings, bases of columns, etc. for mass concrete
491	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
492	Suspended floors, roofs, landings, balconies and access platform
493	Lintels, beams, plinth beams, girders, bressumers and cantilevers
494	Columns, Pillars, Piers, Abutments, Posts and Struts
495	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
496	Thermo-Mechanically Treated bars of grade Fe-500D or more
497	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
498	Thermo-Mechanically Treated bars of grade Fe-500D or more.
499	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
500	Cement mortar 1:4 (1 cement : 4 coarse sand)

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