Tender For Amrut 2.0 Project No. 27 Rain Water Harvesting Park Near Solid Waste Management Plant At Lamdeng., Imphal West-Manipur

TDR : 46068426

Tender Notice
Corrigendum Details
BOQ

Expired

Imphal West , Manipur

Tender Brief : Corrigendum : Tender For Amrut 2.0 Project No. 27 Rain Water Harvesting Park Near Solid Waste Management Plant At Lamdeng.

Document Fees
₹ 3000 /-

EMD
₹ 278000.0 /-

Tender Value
₹ 138.99 Crore /-

Submission Date
21-11-2024

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	08-11-2024	Corrigendum for AMRUT 2.0 Project No. 27 Rain Water Harvesting Park near Solid Waste Management Plant at Lamdeng.	Fee	21-11-2024

Name of Work: AMRUT 2.0 ProjectN0. 27 : Rain Water Harvesting Park near Solid Waste Management Plant at Lamdeng.

Sl. No.	Item Description
1	I - Construction of Gazebos, Channelization with GS Gutter and HDPE tank
2	Earthwork 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) i/c dressing of sides and ramming of bottoms, lift upto 1.5 metres, i/c getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres
3	(a) All kinds of soil.
4	Filling available excavated earth (excluding rock) in trenches, plinth sides of ,foundation etc. in layer not exceeding 20cm. in depth consolidation each deposited layer by ramming and watering lead unto 50m. lift unto 1.5m.
5	Supplying and filling in plith with sandy soil under floors including watering, ramming consolidating and dressing complete
6	Providing and Laying cement concrete in foundation and plinth excluding the cost of Centering and shuttering in 1:4:8 (1cem :4c/sand :8graded stone aggregate 40mm nom size)
7	P/L in position cementconcrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level (a) 1:2:4( 1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
8	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level: (a) 1:1.5:3 (1 cement :1.5 course sand :3 graded stone aggrt. 20 mm. nominal size).
9	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with
10	5.2.11:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
11	Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto floor five level excluding the cost of centering and shuttering, finishing and reinforcement: (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
12	Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete up to plinth level (a) Thermo-Mechanically Treated bars.
13	Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete above plinth level (a) Thermo-Mechanically Treated bars.
14	Centering and shuttering including strutting, propping etc. and removal of form for :
15	(a) Foundations, footings, bases of columns etc. and mass concrete.
16	(b) Lintels, beams plinth beams, girders, bressumers and cantilevers, with water proof ply 12mm thick.
17	(c) Column, Pillars, Piers, Abutments, Post and Struts.
18	Brick work with 1st class common burnt clay F.P.S. (Non modular) bricks in superstructure above plinth level up to floor V level in all shape and sizes in cement mortar 1:4 (1 Cement: 4 coarse sand)
19	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 20mm nominal size) at plinth level with: Cement mortar 1:6(1 cement: 6 coarse sand)
20	15 mm cement plaster 1:31:3 (1 cement 3 c/sand)on rough side of single or half brick wall witha floating coat of neat cement of mix.
21	Providing and laying Polished Granite stone flooring in required design and patterns in linear as well as curvilinear portion 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 pointing with cement slurry admixed with pigment of matching shad including rubbing, curing and polishing etc all complete as specified and as directed by the Engineer - in -Charge. Polished Granite stone slab Jet Black, Chery Red, Elite Brown cat Eye or equivalent.
22	Steel work in built up tubular(round, squire or rectangular tubes etc.)trusses includidng cutting, hoising, fixing in position and applying a priming coat ofapproved steel primer, including welding and bolted including special shape washer etc. complete.
23	Providing and fixing precoated galvanised iron profile sheets (size,shape and pich of corrugation as approved by Engineer in charge) with zinc coating 120 grams per sqm as per IS : 277, in 240 mpa steel grade, 5-7 microns epoxy primer on on both side of the sheet and polyster top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplyed in single length upto 12 metre or as desired by Engineer-in charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5 x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafter and trusses including cutting to size and shape wherever required with (a) Precoated galvanised iron profile sheed 0.35 mm thick
24	Providing and fixing precoated galvanised steel sheet roofing accessories, Zinc coating 120gsm asper IS : 277, in 240 mpa steel grade, 5-7 microns epoxy primer on on both side of the sheet and polyster top coat 15-18 microns using self drilling / self tapping screws or with polymer coatedJ or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I plain and bitumen washers complete : Ridge plain (500 - 600)
25	(a) Precoated galvanised iron profile sheed 0.35 mm thick
26	Gutter (600 mm over all girth)
27	(b) Precoated galvanised iron profile sheed 0.35 mm thick
28	P/F UPVC soil, rain water and vent pipe i/c requisite filling, jointing of pipes & fitting with solvent cement, trenching, refilling & testing of jointscomplete as per direction of Engineer in charge.
29	(a) 75 mm dia
30	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.
31	P/F Chlorinate Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings.This includesjointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling &testingof joints complete as per direction of Engineer in charge. External work.
32	(a) 40mm nominal outer dia pipes
33	(b) 15mm nominal outer dia pipes
34	P/F C.P. brass long body bib cock of approved quality conforming to standard and weighing not less than 690 gms (a) 15mm nominal bore
35	Making plinth protection 50 mm. in c.c. 1:3:6 (1 cement : 3 course sand : 6 graded stone aggrt. 20 mm. nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finished the top smooth.
36	II - Temporary Collection Facility
37	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. All kinds of soil
38	Footing
39	Providing and Laying cement concrete in foundation and plinth excluding the cost of Centering and shuttering in 1:4:8 (1cem :4c/sand :8graded stone aggregate 40mm nom size)
40	P/L in position cementconcrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level (a) 1:2:4( 1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
41	Centering and shuttering including strutting, propping etc. and removal of form for :
42	(a) Foundations, footings, bases of columns etc. and mass concrete.
43	Steel work in built up tubular (round, square or rectangular tubes etc) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, including welding and bolted including special shaped washers etc. complete. Hot finished welded type tubes (Steel Work 10.16.1)
44	MS Poles 75 x 4mm thick
45	Providing and fixing of Woven PVC Cloths for collection of water
46	III - Underground Sump
47	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. All kinds of soil
48	Providing and Laying cement concrete in foundation and plinth excluding the cost of Centering and shuttering in 1:4:8 (1cem :4c/sand :8graded stone aggregate 40mm nom size)
49	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level: (a) 1:1.5:3 (1 cement :1.5 course sand :3 graded stone aggrt. 20 mm. nominal size).
50	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with (a) 1:1.5:3 (1 cement :1.5 course sand :3 graded stone aggrt. 20 mm. nominal size).
51	Reinforcement for RCC work including bending binding, and placing in position complete
52	Centering & shuttering including strutting, propping etc. and removal of form for:
53	(a) Foundation footings, bases of columns etc. and mass concrete.
54	(b) Suspended floors, roofs, landing, balconies and access platform, with water proofing ply 12mm thick.
55	(c) Edges of slabs and breaks in floors and walls.(i) Under 20cm wide
56	Brick work with 1st class common burn clay F.P.S. (non modular) brick in foundation and plinth in cement mortar 1:4 (1 cement : 4 c/sand)
57	15mm cement plaster 1:3 (1 cement:3coarse sand) on rough side of single or half brick wall finished with floating coat of neat cement of mix
58	Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacture) with water absorption less than 0.08% and conforming to IS: 15622 of approved make, in all colours and shade, in skirting, riser of steps, over 12mm thick bed of cement mortar 1:3 (1 cement :3 c/sand) joining with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. ( a ) Size of Tile 600x600mm
59	IV - Construction of first flush lock with pebble bed filter
60	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. All kinds of soil
61	Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4(1cem 2c/sand :4graded stone aggregate 20mm nom size)
62	Filling with 40mm Aggregate layer in trenches or embankment including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in charge
63	Filling with 20mm Aggregate layer in trenches or embankment including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in charge.
64	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with (a) 1:1.5:3 (1 cement :1.5 course sand :3 graded stone aggrt. 20 mm. nominal size).
65	Reinforcement for RCC work including bending binding, and placing in position complete Tor Steel Bars
66	Centering & shuttering including strutting, propping etc. and removal of form for:
67	(a) Suspended floors, roofs, landing, balconies and access platform, with water proofing ply 12mm thick.
68	(b) Edges of slabs and breaks in floors and walls (i) under 20 cm wide
69	Brick work with 1st class common burn clay F.P.S. (non modular) brick in foundation and plinth in cement mortar 1:4 (1 cement : 4 c/sand)
70	15mm cement plaster 1:3 (1cement:3coarse sand) on rough side of single or half brick wall finished with a floating coat of neat cement of mix
71	Applying one coat of cement primer of approved quality on wall surface
72	Finishing walls with water proofing cement paint of approved quality on new works (one or more coats) to give an even shade
73	Providing and laying of UPVC pipes (working pressure 4kg/cm2)singlesocketed pipe 110mm dia Inlet pipe 150mm Dia
74	V - Construction of sand bed filter
75	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. All kinds of soil
76	Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1cem :2c/sand:4graded stone aggregate 20mm nom size
77	Filling with 40mm Aggregate layer in trenches or embankment including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in charge.
78	Filling with 20mm Aggregate layer in trenches LO embankment including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in charge
79	Filling with Sand layer in trenches or embankment including compacting each layer by rolling/ ramming and watering, all complete as per drawing anddirection of Engineer -in charge
80	Half brick masonry 1st class common burnt clay F.P.S (non modular)bricks in superstructure above plinth level in cement mortar 1:3 (1 cement :3 coarse sand) in superstructure
81	15mm cement plaster 1:3 (1cement:3coarse sand) on rough side of single or half brick wall finished with a floating coat of neat cement of mix
82	Applying one coat of cement primer of approved quality on wall surface
83	Finishing walls with water proofing cement paint of approved quality on new works (one or more coats) to give an even shade
84	Providing and installation of Plastic Mesh for For water seepage Including material, labour and other convenience charges etc complete as directed by the engineer in charge
85	Providing and laying of UPVC pipes (working pressure 4kg/cm2)singlesocketed pipe 110mm dia
86	Inlet Pipe 150 mm Dia
87	VI - Construction of leaf slide
88	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. All kinds of soil
89	Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1cem :2c/sand :4graded stone aggregate 20mm nom size)
90	Filling with 40mm Aggregate layer in trenches or embankment including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in charge.
91	Brick work with 1st class common burn clay F.P.S. (non modular) brick in foundation and plinth in cement mortar 1:4 (1 cement : 4 c/sand)
92	15mm cement plaster 1:3 (1cement: 3coarse sand) on rough side of single or half brick wall finished with a floating coat of neat cement of mix
93	Applying one coat of cement primer of approved quality on wall surface
94	Finishing walls with water proofing cement paint of approved quality on new works (one or more coats) to give an even shade
95	Providing and laying of UPVC pipes (working pressure 4kg/cm2)single socketed pipe 110mm dia Inlet Pipe
96	150 mm Dia
97	10.24Steel 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.
98	10.24.2In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works .
99	VII - Construction of slit trap
100	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. All kinds of soil
101	Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 ( 1cem :2c/sand :4graded stone aggregate 20mm nom size)
102	Filling with 40mm Aggregate layer in trenches or embankment includingcompacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in charge
103	Half brick masonry 1st class common burnt clay F.P.S (non modular bricks insuperstructure above plinth level in cement mortar 1:3 (1 cement :3 coarsesand) in superstructure
104	15mm cement plaster 1:3 (1cement:3coarse sand) on rough side of single or half brick wall finished with a floating coat of neat cement of mix
105	Applying one coat of cement primer of approved quality on wall surface
106	Finishing walls with water proofing cement paint of required shade : on new work (one or more coats applied @ 3.84 kg/10 sqm)) to give an even shade
107	Providing and laying of UPVC pipes (working pressure 4kg/cm2) single socketed pipe 110 mm dia
108	VIII - Cement ring well for ground water recharge
109	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. All kinds of soil
110	Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 ( 1cem :2c/sand :4graded stone aggregate 20mm nom size)
111	Filling with 40mm Aggregate layer in trenches or embankment including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in charge.
112	Brick work with 1st class common burn clay F.P.S. (non modular) brick in foundation and plinth in cement mortar 1:4 (1 cement : 4 c/sand)
113	15mm cement plaster 1:3 (1cement: 3coarse sand) on rough side of single or half brick wall finished with a floating coat of neat cement of mix
114	Applying one coat of cement primer of approved quality on wall surface
115	Finishing walls with water proofing cement paint of approved quality on new works (one or more coats) to give an even shade
116	Laying reinforced Cement Concrete Pipe NP 4 / presstressed concrete pipe on first bedding in double row. (Laying Reinforce cement concrete pipe NP 4 / presstressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.)
117	(ii) NP-4 Pipe 1200 mm dia.
118	Providing and laying of UPVC pipes (working pressure 4kg/cm2)single 1 socketed pipe 110mm dia
119	IX - Providing recharge pits with chamber
120	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. All kinds of soil
121	Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1cem :2c/sand :4graded stone aggregate 20mm nom size
122	Filling with ,40mm Aggregate layer in trenches or embankment including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in charge
123	Filling with 20mm Aggregate layer in trenches or embankment including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in charge
124	Filling with Sand layer in trenches or embankment including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in charge
125	Laying reinforced Cement Concrete Pipe NP 4 / presstressed concrete pipe on first bedding in double row. (Laying Reinforce cement concrete pipe NP 4 / presstressed concrete pipe for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.)
126	(ii) NP-4 Pipe 1200 mm dia.
127	Providing and laying of PVC pipes (working pressure 4kg/cm2) single socketed pipe 110mm dia
128	X - Providing recharge pit with barrel systemRECHARGE`
129	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. All kinds of soil
130	Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1cem :2c/sand :4graded stone aggregate 20mm nom size
131	Polyethylene water storage tank with cover and suitable locking Arrangements
132	Providing and laying of PVC pipes (working pressure 4kg/cm2) single socketed pipe 110mm dia
133	XI - Providing Greenary and Landscape
134	Earthwork in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10sqm on plan including disposal of excavated earth lead upto 50m andlift upto 1.5m, as per directions of Engineer in charge.
135	All kinds of soil
136	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)
137	Supplying and stacking at site dump mature from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment)
138	(a) Sludge / Farm yard manure @ 0.18 cum per 100 sqm at site of work for turfing
139	(b) Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer in charge
140	Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farmyard manure or/and good earth to be paid for separately)
141	Grassing with \"Doobs 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 moving including supplying good earth if needed)
142	(a) In rows 15 cm apart in either direction
143	Planting Permanent Hedges including Digging of Trench (Planting permanenthedges including digging of trenches 60 cm wide and 45 cm deep, refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum per 100 meters and supplying and planting hedge plant at 30 cm apart)
144	(a) Duranta Golden, having ht. 15 to cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/ Plastic pot
145	(b) Acalypha red well developed with fresh & healthy 30 to 45 cm ht. plant in 20 cm size Earthen Pot/ Plastic pot
146	(c) Croton Chalenger variety having ht. 30 cm and above, well developed with full of fresh & healthy leaves 20 cm size Earthen of Pot/ Plastic pot
147	Edging with 2nd class Bricks, laid dry lengthwise (Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 meters)
148	XII - Providing of Astral, Water wise and Medical Garden
149	Earthwork in surface excavation not exceeding 30cm in depth but exceeding 1.5m in width as well as 10sqm on plan including disposal of excavated earth lead upto 50m andlift upto 1.5m, as per directions of Engineer in charge.
150	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)
151	Supplying and stacking at site dump mature from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment)
152	Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer in charge
153	Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farmyard manure or/and good earth to be paid for separately)
154	Providing and fixing Neelgiri/Mexican grass turf with earthy 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as per direction of officer in charge.
155	Supplying at site healthy, disease free and well developed Trees/Shrubs/ Plants/Potted plants etc. prescribed height and spread as per detail below, including cost of transportation, loading and loading and providing the required intermittent care in the course of transportation, storage at site and plantation. Plants to be supplied in polybag/HDPE bag/earthen pot of suitable size.
156	Herbal Plants/Medicinal Value Plants :
157	Alovera well developed in earthen pot of size 20cm
158	Tulsi of ht. 30cm with multi branches in poly bag of size 20cm
159	Calendula double variety well developed with fresh & healthy foliage in full bloom in 20 cm Earthen Pot/Plastic Pot
160	Daisy well developed with feshed with fresh & healthy foliage in full bloom in 20 cm Earthen Pot/Plastic Pot
161	Ashwagandha of ht. 30cm with multi branches in polybag of size 20cm
162	Azadiratcha indica (Neem)ht. 120-130cmin big polybag of size 25cm
163	Sarpgandha well developed in polybag of size 20cm
164	Phyllanthus emblica (Amla)ht. 150-165cmin big HDPE bag
165	Satavari, well developed earthen pot of size 20cm
166	Brahmi well developed in polybag of size 20cm
167	Ficus panda plant of ht. 90-105cm. multibranches, well developed in polybag of size 25cm
168	Justicia brandegeeana plant of ht. 45-60cm. multibranches, well developed in polybag of size 20cm
169	Shankhpushpi well developed in polybag of size 20cm
170	Water wise Plants :
171	i) Hydrophyte
172	Terminalia arjuna height 150-165 cm in bigpolybag of size 20cm
173	Eugenia jambolana (Jamun) height 150-165 cm in bigpolybag of size 25cm
174	ii) Meshophytes
175	Pongamia glabra (Papri)height 150-165 cm in bigpolybag of size 25cm
176	Butea frondosa (Frame forest) ht. 60-75cm. In big polybag of size 25cm
177	iii) Xerophytes
178	Alovera well developed in earthen pot of size 20cm
179	Nerium oleander (Kaner) of ht. 60-75cm. With 5-6 branche in polybag of size 25cm
180	Astral Plants :
181	Taurus-Jasminum grandiflorum (chameli) of ht. 30cm. To 45cm in 20 crthern pot/Plastic pot
182	Gemini-Alovera well developed in earthen pot of size 20cm
183	Cancer-Butea frondosa (Frame Forest)ht. 60-75cm. In big polybag of size 25cm
184	Virgo-Mangifera indica (Mango-grafted)ht. 60-75cm. in big polybag of size 25cm
185	Libra-Mimusops elengi (Maulsri)ht. 180-195cm well developed with thick stemin big size HDPE bag
186	Sagittarius-Ficus religiosa (Pepal)ht. 150-165cm. in big polybag of size 30cm
187	Capricorn-Dalbergia sissoo (Seasam)ht. 120-135cm. in big polybag of size 25cm
188	Aquarius-Azadirachta indica (Neem)ht. 120-135cm. in big polybag of size 25cm
189	Pisces-Ficus beghalensis (Banyan)ht. 120-135cm. in big polybag of size 25cm
190	Shrubs :
191	Acalypha red well developed with fresh & healthy 30cm. to 45cm ht. plant in 20 earthern pot/Plastic pot
192	Tree Plantation :
193	Ficus religiosa (Pepal)ht. 150-165cm. in big polybag of size 30cm
194	Aquarious-Azadirachta indicia (Neem)ht. 120-130cm. in big polybag of size 25cm
195	XIII - Construction of pond
196	Construction of Embankment with Material Obtain from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet.
197	Providing and laying Pitching on slopes laid including boulder apron laid dry front of toe of embankment complete as per drawing and Technical specifications.
198	Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level (Providing, fencing and erecting 50mm dia painted steel pipe railing in 3 rows on precast M20 grade RCC vertical posts 1.8 meters high (1.2m above GL) with 3 holes 50 mm dia for pipe, fixed 2 meters centre to, complete as per approved drawing.
199	XIV - Laying of pervious tiles for walkway
200	Earthwork in excavation over areas exceeding 30cm in depth 1.5m in width as well as 10sqm on plan including disposal of excavated earth lead upto 50m lift upto 1.5m disposed earth to be levelled and neatly dressed in.
201	For Path ways
202	Supplying and filling in plinth with sandy soil under floors including watering, ramming consolidating and dressing complete
203	Providing and laying 600x400x75 mm thick Grid paver Torerance in size will be ± 2mm over size declared by the manufacture. The thickness of wearing layer is not less than 8mm including spreading, well ramming, consolidating and finished smooth etc. all complete as per direction of Engineer-in-charge.
204	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)
205	Spreading of Sludge Farm Yard Manure or/and good Earth (Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge, farmyard manure or/and good earth to be paid for separately)
206	Grassing with \"Doobs 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 moving including supplying good earth if needed)
207	XV - Construction of Parking area
208	Earthwork in excavation over areas exceeding 30cm in depth 1.5m in width as well as 10sqm on plan including disposal of excavated earth lead upto 50m lift upto 1.5m disposed earth to be levelled and neatly dressed in.
209	Providing, laying and compacting granular base/sub-base with naturally occurred sand gravel materialfree from organic ore other deleterious constituents spreading with Motor Grader and compacted by rolling with powerroller of 8 -10 tonne capacity in layers not exceeding 150mm (spread thickness)
210	Centering and shuttering including strutting, propping etc. and removal of form for :
211	(a) 5.9.1Foundations, footings, bases of columns etc. and mass concrete.
212	5.29 Providing and laying in position ready mixed plain cement concrete or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland/ Portland Slag cement, admixture in recommended proportions as per IS:9103 to accelerate / retard setting of concrete, to improve ductility and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of Engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto Plinth level. All works upto plinth level
213	5.29.1.2Concrete of M-30 grade with minimum cement content of 350 kg/cum
214	XVI -Construction of toilet block with septic tank and soak pit
215	Earthwork 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) i/c dressing of sides and ramming of bottoms, lift upto 1.5 metres, i/c getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres (a) All kinds of soil.
216	Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.
217	Supplying and filling in plinth with sandy soil under floors including watering, ramming consolidating and dressing complete
218	P/L in position cementconcrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level (a) 1:4:8( 1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
219	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level: (a) 1:1.5:3 (1 cement :1.5 course sand :3 graded stone aggrt. 20 mm. nominal size).
220	Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto floor five level excluding the cost of centering and shuttering, finishing and reinforcement: (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
221	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with (a) 1:1.5:3 (1 cement :1.5 course sand :3 graded stone aggrt. 20 mm. nominal size).
222	Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete up to plinth level (a) Thermo-Mechanically Treated bars.
223	Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete above plinth level (a) Thermo-Mechanically Treated bars.
224	Centering & shuttering including strutting, propping etc. and removal of form for:
225	(a) Foundation footings, bases of columns etc. and mass concrete.
226	(b) Lintels, beams plinth beams, girders, bressumers and cantilevers, with water proof ply 12mm thick.
227	(c) Column, Pillars, Piers, Abutments, Post and Struts.
228	(d) Suspended floors, roofs, landing, balconies and access platform, with water proofing ply 12mm thick.
229	(e) Edges of slabs and breaks in floors and walls
230	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 20mm nominal size) at plinth level with: Cement mortar 1:6(1 cement: 6 coarse sand)
231	Brick work with 1st class common burn clay F.P.S. (non modular) brick in foundation and plinth in cement mortar 1:4 (1 cement : 4 c/sand)
232	Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in cement mortar 1:3 (1 cement : 3 c/sand)
233	12 mm cement plaster finished with floating coat of neat of mix 1:3 (1 cement 3 f/sand)
234	15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement 4 c/sand)
235	12 mm cement plasterof mix 1:4 (1 cement 4 c/sand)
236	Providing and fixing 1st quality ceramic glazed wall tilesconforming to IS: 15622 (thickness to be specified by the manufacture) 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 12mm thick bed of cement1:3 (1 cement :3 c/sand) and jointing with grey cement slurry @ 3.3 kg/sqm including pointing in white cement mixedpigment of matching shade complete.
237	Providing and laying ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacture) 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 c/sand) including pointing the and joints with white cement and matching pigment etc., complete.
238	Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position (a) Local best quality Uningthou.
239	Providing & fixing panelled or panelled and glazed shutters for doors, windowsi/c ISI marked M.S. butt hinges bright finished of required size with necessary screws. (a) Local best quality Teakwood 35 mm thick
240	Providing 40x3 mm. flat iron hold fast 40 cm. i/c fixing to frames with 10 mm. dia. Nuts & wooden plugs and embedding to cement concrete block 30x10x15 cm.1:3:6 (1 cement : 3 course sand : 6 stone agrt. 20 mm. nominal gauge)
241	P/F aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete
242	(a) 300 x 16 mm.
243	(b) 250x16mm
244	P/F aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete
245	(a) 150 x 10 mm
246	P/F aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete
247	(a) 125mm
248	Providing and applying white cement base putty of average thickness 1mm of approved brand and manufacture, over the plastered wall surface to prepare the surface even and smooth complete.
249	Distemperingwith oil bound washable distemper of approved brand and manufacture to give an even shade (a) on new work(two or more coats) over andi/c priming coat with cement primer.
250	Finishing walls with Acrylic Smooth exterior paint of required shade: New work (two or more coats applied @ 1.67 ltr/10sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm.
251	Applying priming coat : with ready mixedpink or Grey primer of approved brand and manufacture on wood work (hard or soft wood).
252	Painting with synthetic enamel paint of approved brandand manufacture to give an even shade : Two or more coat on new work.
253	Making plinth protection 50 mm. in c.c. 1:3:6 (1 cement : 3 course sand : 6 graded stone aggrt. 20 mm. nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finished the top smooth.
254	Water Supply & Sanitary Installation
255	White Vitreous China wash basin size 550x400 mm single 15mm C,P. brass pillar tap
256	P/F white vitreous China pedestal type water closet (European type) with seat and lid, 10 litre low level white PVC 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.(a) W.C. pan with ISI marked white solid plastic seat and lid.
257	P/F UPVC soil, rain water and vent pipe i/c requisite filling, jointing of pipes & fitting with solvent cement, trenching, refilling & testing of jointscomplete as per direction of Engineer in charge.
258	(a) 75 mm dia
259	(b) 110mm dia
260	Providing and fixing PVC traps with 100 mm inlet and 75 mm out of self cleaning design with screwed down of hinged grating with or without vent arm complete i/c cost of cutting and making good the walls and floors.
261	P/F Chlorinate Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings.This includesjointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling &testingof joints complete as per direction of Engineer in charge. External work.
262	(b) 25mm nominal outer dia pipes
263	P/F Chlorinate 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 1.00m 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. Concealed work, including cutting chases and making good the wall etc.
264	(a) 15mm nominal outer dia pipes
265	P/F ball valve(brass) of approved quality, High or low pressure, with plastic loats complete (a) 25 mm nominal bore
266	P/F C.P. brass bib cock of approved quality (a) 15mm nominal bore
267	600 mm long towel rail with total length of 495 mm, 78 mm wide and effected height of 88 mm, weighing not less than 170 gms.
268	Providing & fixing mirror of superior glass (approved quality)and of required shape and size with plastic moulded frame of approved make and shade with 6mm thick hard board backing : (a) Rectangular shape 453x357 mm
269	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 (a) 1000 litres net capacity storage tank.
270	Making soak pit 2.5 m diameter 3.0m deep with 45 x 45 cm dry brick honey comp shaft with bricks and S.W. drain pipe 100 mm dia., 1.8 m long complete as per standard design with common burnt claybF.P.S. (non modular) brick of class designation 7.5
271	CONSTRUCTION OF SEPTIC TANK
272	Earth work excavation over areas exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, as per directions of Engineer in In charge:
273	P/L in position cementconcrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level (a) 1:4:8( 1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
274	P/L in position cementconcrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level (a) 1:2:4( 1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
275	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level: (a) 1:1.5:3 (1 cement :1.5 course sand :3 graded stone aggrt. 20 mm. nominal size).
276	Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto floor five level excluding the cost of centering and shuttering, finishing and reinforcement: (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
277	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with (a) 1:1.5:3 (1 cement :1.5 course sand :3 graded stone aggrt. 20 mm. nominal size).
278	Centering & shuttering including strutting, propping etc. and removal of form for:
279	(a) Foundation footings, bases of columns etc. and mass concrete.
280	(b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses ,etc
281	(c) Flat surface such as suspended floor, roofs, landing and the like. (i) floor etc upto 200mm thickness.
282	(d) Edges of slabs and breaks in floors and walls
283	Brick work with 1st class common burn clay F.P.S. (non modular) brick in foundation and plinth in cement mortar 1:4 (1 cement : 4 c/sand)
284	Plastering of wall with 12 mm thick cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement : 4 fine sand)
285	Rectangular shape 500x500 mm precast RCC manhole cover with frame - MD - 10
286	Cast iron fittings for vent pipe on top slab
287	Steel reinforcement for RCC work i/c straightening, cutting, bending, placing in position and binding all complete up to plinth level (a) Thermo-Mechanically Treated bars.
288	Manufacture, supply and delivery and fixing of encapsulated plastic steps including cost of materials packing, loading, transportation, unloading and stacking at site of work etc, complete.
289	P/L in position cement concrete of specific grade excluding the cost of centering and shuttering - all work upto plinth level (a) 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
290	Supplying and fixing of CI single/double socket soil pipes ISI marked conforming to IS: 1729-1979 of reputed make with cement caulked joints and fixing as per site requirements including painting black with japan paint and fixing with in cement mortar (1,1/2:1) and including fixing of MS clamps if necessary with required no. of bombay nails etc,. complete including earthwork excavation and refilling etc for outlet arrangement
291	IEI
292	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular type switch , modular plate suitable size G.I. box and earthing the point with 1.5mm2 FR PVC insulated copper conductor single core etc. as reqd.
293	1. Group A
294	2. Group B
295	Wiring for power point plug with 2x4mm2 FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with 1 no. 4mm2 FR PVC insulated copper conductor single core cable for loop earthing etc. as reqd.
296	Wiring for circuit / sub main wiringalong with earth wire with (the following sizes) of FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit etc. as reqd.
297	2. 2x2.5mm2 + 1x2.5mm2 earth wire.
298	4. 2x6mm2 + 1x6mm2 earth wire.
299	S/F suitable size G.I. box with modular plate and cover in front on surface or in recess i/c P/F 3 pin 5/6 amp modular socket outlet 5/6 amp modular switch, connection painting etc. as reqd.
300	S/F suitable size G.I. box with modular plate and cover in front on surface or in recess i/c P/F 6 pin 15/16 and 5/6 amp modular socket outlet 15/16 amp modular switch, connection painting etc. as reqd.
301	S/F brass batten/angle holder i/c connection etc. as reqd.
302	S/F CFL bulk head luminaries deep down annodised Al. body, heat resistant primatic glass cover. (Ref 021240, BJBE-19, S-type CFL 1x9W).
303	S/F of 305mm sweep exhaust fan complete with all accessories i/c connection etc. as reqd.
304	P/F 6 way, (2+6 way) single door single pole and neutral, prewired, sheet steel MCB distribution board, 240V on surface / recessed complete with loose wire box, terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnection, including powered coated painting, earthing etc. as reqd. (but without MCB/RCCB/Isolator).
305	P/F 63 amp. four pole 240V isolator in the existing MCB DB complete with connection testing and commissioning etc. as reqd.
306	P/F 5 amp. to 32 amp. rating 230V \"B\" series MCB for lighting and other load of single pole in the existing MCB DB complete with connection testing and commissioning etc. as reqd.
307	P/F 63A TP & N dis-connector fuse switch unit inside the existing cubicle panel board with ISI marks H.R.C. fuses including drilling holes in the cubicle panel board, makingconnection as reqd.
308	Earthing with Copper earth Plate 600mmx600mmx6mm thick i/c accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) as reqd.
309	Extra for using salt and charcoal for G.I. or copper plate earth electrode as reqd.
310	P/F 4mm dia Cu. Wire on surface or in recess for loop earthing as reqd.
311	S/F 12W LED bulb.
312	S/F 20W basic purpose surface and wall mounted LED batten with powder coated aluminiumhousing & integrated electronic driver with THD<10% i/c connection etc as reqd.
313	XVII - Construction of G.I. Wire Netting Fencing
314	2.8 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan) including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
315	2.23 Filling available excavated earth (excluding rock) in trenches ,plinth sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each depositing layer cum by ramming and watering, lead upto 50m and lift upto 1.5m
316	4.1 Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level:
317	5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering ,shuttering, finishing and reinforcement - All work upto plinth level:
318	5.9 Centering and shuttering including strutting, propping etc.and removal of form for:
319	5.20 Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
320	10.1 Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying coat of approved steel primer all complete.
321	S/F galvanised steel barbed wire, weighing 9.38kg/100m straining and fixing to any type of standard rails straining bolts i/c securing with and provision of galvanised mild steel wire, staple or steel pins etc as directed (Posts and struts of wood, concrete, steel and straining bolts shall be paid separately).
322	Supplying & fixing 4mm galvanised iron wire netting 100x100mm mesh made up into mattresses or cages, lapped wired and laid in position i/c closing after filling.
323	XVIII - Construction of rainwater harvesting pit
324	2.8 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan) including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. 2.8.1 All kinds of soil
325	Supply, Filling and packing soiling stone in ready made including cost and conveyance and all labour charges etc for water harvesting structure, for finished item of work.
326	Supply, Filling 63mm aggregate in ready made trench including cost and conveyance of all material and all labour charges etc for water harvesting structure, for finished item of work.
327	Supply, Filling 40mm aggregate in ready made trench including cost and conveyance of all material and all labour charges etc for water harvesting structure, for finished item of work.
328	Supply, Filling 20mm aggregate in ready made trench including cost and conveyance of all material and all labour charges etc for water harvesting structure, for finished item of work.
329	Supplying & filling with Rock sand 4.75 mm to 2.36 mm in trenches, sides of foundation and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labours charges, hire charges of T & P etc. complete for finished item of work.
330	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level: (a) 1:1.5:3 (1 cement :1.5 course sand :3 graded stone aggrt. 20 mm. nominal size).
331	5.20 Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
332	Centering and shuttering including strutting, propping etc. and removal of form for :
333	(a) 5.9.1Foundations, footings, bases of columns etc. and mass concrete.
334	XIX -Levelling of site by cutting and filling of earth.
335	2.8 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan) including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m.
336	2.23 Filling available excavated earth (excluding rock) in trenches ,plinth sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each depositing layer cum by ramming and watering, lead upto 50m and lift upto 1.5m
337	XX - Providing of Landscape irrigation and borewell
338	Boring/drillingbore wellof requireddia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparingand 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 meter depth below ground level (All Types of soils)
339	Providing and supplying of UPVC pipes (SN 8) of the following diameters as per IS 15328 (amended up to date) including GST, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / location of site of work complete as specified and directed by Engineer-In-Charge.(160mm Outer Dia)
340	Supply and delivery, of submersible pumpsets suitable to 150mm dia Borewell coupled with motors Single phase 2880 RPM 340V(-15%+10% range-290 to 375 Volts) / 3 Phase2880 RPM 400V(-15%+10% range-340 to 440 Volts) of reputed make with minimum overall efficiency of 40% at the duty point with Radial / mixed flowwith a trail run of One week. The pumpset should confirm to IS 8034/2002 & 9283/1995 with up to date amendmentswith ISI mark and a guarantee period of 18 months from the date of installation. The rates are inclusive of , transportation, installation, errection of pumpsetsincluding duties andaccessories etc, complete. Makes:Texmo / CRI / KSB / Aryan Varsha / Lubi
341	3.00 HP3.0 Stage Rateas per SoR item
342	S/I/T/C of Electrical Feeder Pillars/Panel boards for submersible pump setsIN DOOR TYPE 5HPLT Cubicaltype electrical Panel board Floor/Wall Mounted of welded construction of size 1370mm x 760mm x 460mm fabricated with 16 SWG M.S. sheet with horizontal and vertical intermediate chamber of suitable size on suitable size insulating board to make the Panel Robust, having double door with 14 SWG S.S hinges along with double locking arrangement with arrangement for mounting of switch gear and electrical energy meter i/c powder coating , Vermin proof having following items. 1.MCCB 63 Amp, 4 Pole-1No. 2. RCCB/ELCB 63 Amp, 4 Pole with earth faultindicator and positive contact indication protectinga circuit automatically 1No 3. DOL starter of 5HP, 3Phase oil immersed type 1No 4. Digital Ampere meter 96mmx96mm square shape of 0-30 Amp range 1No 5. Digital Voltmeter of 96mm x 96 mm square shape of 0-500 volt range with selector switch 1No6. LED Indicating lamps with fitting (a set of 3 lamps) 1Set 7. Shunt capacitor of 5 KVARwith three phase isolator1No 8. Motor Protection Assembly having Earth Leakage protection, Phase sequence corrector, Single phasing protection, Over load protection, High voltage-low voltage protection. 1No 9. Programmable time switch (i.e. RYB Phase & facility to change over from automatic to manual & vice versa) up to 10 H.P.1No Complete wiring of panel board & installation of electrical accessories in the panel with required copper conductor wire & thumbing etc as required. The panel board shall be mounted on the base frame of 600mm height made of 50x50x6mm angle iron frame.
343	Panel board up to 5HP Motors
344	Supply and delivery of FRPP Flexible Conduit Pipe to encase the submersible cable Make: Precision or its equivalent
345	ELEC-1.6.3 : Supply and delivery of PVC insulated and PV sheated flexible 3 core flat type submersible cables suitable for submersible pumpsets conductors composed of ennealed high conductivity copper wire, conforming to IS 694 with its revisions and amendments from time to timeand delivery at site of installation of pumpset including freight
346	3 core 2.50 Sqmm cable,for bore wells ;
347	Manufacture, supply, & delivery of 16Kg/SqcmHDPE pipes conforming to IS 4984 - 1995 including transportation to any where in T.G., complete.
348	75mm dia suction pipe
349	Supply and delivery of 50mm dia MS Flange set (2Nos) of 150mm dia OD 16mm thick of each Flange with 4 Nos 15mm dia bolts and nuts as per RWS RC including C/C, transit, insurance all labour charges etc, complete
350	(a) 50mm dia
351	Supply and delivery of Gate Valves leaded in tin bronze screwed internal bends, screwed on bonnet internal seat design to IS 778/ 84 with its amendments class - 2 of sizesISI Marked including cost and conveyance, transit insurance all labour charges etc., complete.-
352	(a) 50mm dia
353	Supplying&fixingBronzeVerticalCheck(Nonreturn) Valve as per IS-778 I-class heavy duty - 40 mm NBSizeincluding cost and conveyance,all labour charges etc., complete.
354	(a) 40mm dia
355	ELEC-5.13.6 e : Supply & fixing of 150mm Dia MS Galvanised Bore Coverincluding cost and conveyance, transit insurance all labour charges etc., complete
356	Bore cover
357	Supply and Delivery of MS Angular Stand for fixing of controlPanel Board - MS Angular stand consisting of L Angles of size 40mm x 40mm x 5mm with 2 nos. 6\"long verticals and 3 nos. - 2 1/2\" long horizontals.The two legs of the stand firmly fixed in Cement Concrete bed in CC (1:2:4) prop. of size 1m x 0.3m x 0.2m depth below Ground Level.including cost and conveyance, transit insurance all labour charges etc., complete
358	MS Stand
359	Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required.
360	Earthing
361	Supply and Delivery of 7/20 Service Wire of repute make as per IS Code including cost and conveyance, transit insurance all labour charges etc., complete.
362	7/20 Service wire - ISI marked
363	Supply and Delivery of12\" long GI NIPPLEincluding cost and conveyance, transit insurance all labour charges etc., complete.
364	(a) 50mm dia
365	Installation, Testing, Trail Run and Commissioning of Submersible Pumps set with all accessories as per the standard specifications.
366	Commissioning and testing(Q )
367	Laying of CPVC pipe line
368	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.
369	75mm dia
370	40mm dia
371	20mm dia
372	Laying GI Lines
373	Supplying & fixing GIpipe Heavy Grade as per IS 1239 ISI mark in ground or on wallincluding cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc.with necessary excavation in all types of soils except rock requiring blasting, refilling, chasing masonry walls and making good the walls & floors to the originals, surface and fixing MS clamps of TW block on walls, including cost and conveyance of all materials and labour charges complete for finished item of work.
374	50mm dia GI pipe from Bore well
375	Supplying & FixingGun metal Gate (GM peet) valve as per IS - 778 Class of approved type including cost and conveyance of all materials & labour charges at all levels in all floors for following.(Bronze)
376	(a) 50mm dia
377	CONSTRUCTION OF WATER TANK RESTER
378	Earth Work
379	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. All kinds of soil
380	Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in
381	1:4:8 (1 Cement:4 Coarse sand: 8 graded stone Aggregate 40mm nominal size)
382	5.1 P/L in position specified grade of concrete of r/f cement concrete excluding the cost of centering, shuttering, finishing, and r/f - All work upto plinth level:
383	5.1.1 1:1.5:3 (1 cem: 1.5 c/sand: 3 graded stone aggregate 20 mm nom size)
384	5.2 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. upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement:
385	5.2.1 1:1.5:3 (1 cem: 1.5 c/sand: 3 graded stone aggregate 20 mm nom size)
386	5.3 RCC work in beams, suspended floors, roofs having slope upto 15o landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cem: 1.5 c/sand: 3 graded stone aggregate 20 mm nom size)
387	15mm cement plaster 1:3 (1cement:3coarse sand) on rough side of single or half brick wall finished with a floating coat of neat cement of mix
388	Applying one coat of cement primer of approved quality on wall surface
389	Finishing walls with water proofing cement paint of approved quality on new works (one or more coats) to give an even shade
390	Formwork
391	Foundation footings ,base of columns etc, and mass concrete
392	Columns, Pillars, Piers, Abutments, Posts and Struts.
393	Sides of soffits of beam, beam hunching ,cantilevers, Girders, brussmers, and lintels not exceeding 1m in depth
394	Suspended floor with water proof ply 12 mm thick
395	5.20 Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.TMT bars
396	5.20 A Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete.Above plinth level.TMT bars
397	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.
398	XXI - Construction of pump house
399	2.6 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-Charge.
400	Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm.in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.
401	Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:4:8( 1cement :4c/sand :8graded stone aggregate 40mm nom size)
402	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level: (a) 1:1.5:3 (1 cement :1.5 course sand :3 graded stone aggrt. 20 mm. nominal size).
403	Reinforced cement concrete work in walls (any thickness) i/c attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto floor five level excluding the cost of centering and shuttering, finishing and reinforcement: (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
404	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 20mm nominal size) at plinth level With
405	Brick work with Ist class common burnt clay F.P.S.(non modular) bricks in superstructure above plinth level upto floor V level in all shapes and sizes inCement mortar 1:4 (1 cement: 4 coarse sand)
406	Plastering of wall with 20mm thick cement plaster of mix 1:4 (1cement :4 fine sand )
407	Plastering of wall with 12mm thick cement plaster finished with a floating coat of neat cement of mix 1:4 (1cement :4 fine sand )
408	Applying one coat of cement primer of approved quality on wall surface
409	Finishing walls with Acrylic Smooth exterior paint of required shade: New work (two or more coats applied @ 1.67 ltr/10sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm.
410	5.20 Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
411	5.20.1 Thermo-Mechanically Treated bars
412	5.20 A Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete. Above plinth level.
413	5.20. A.1 Thermo-Mechanically Treated bars
414	Centering & shuttering including strutting, propping etc. and removal of form for:
415	(a) Foundation footings, bases of columns etc. and mass concrete.
416	(b) Lintels, beams plinth beams, girders, bressumers and cantilevers, with water proof ply 12mm thick.
417	(c) Column, Pillars, Piers, Abutments, Post and Struts.
418	(d) Suspended floors, roofs, landing, balconies and access platform, with water proofing ply 12mm thick.
419	Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement: 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4(1 cement: 4 coarse sand) and finished neat complete
420	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption\"s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc.,
421	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets. side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of required thickness for rollingshutters.
422	Fixing standard steel doors windows and ventilators in wall with 16x3.14 lugs 10cm long embedded in cement concrete block 15x10x10 cm size of 1:3:6(1 cement :3corse sand :6 stone aggregate 20mm nominal size) or with wooden plug and screws or rawl plug and screws or with fixing clips or with bolts and nuts as required with lungs(only steel doors / windows / ventilators ) shall be supplied for fixing free of cost at site of work of cost of supply of one or more of these material shall be paid under separate items
423	Manufacture, supply, delivery and erection of 2 tonnes capacity electrically operated double girder gantry arrangements to move and lift the installations of the pump house one way with required MS ISMB of best quality 250 x 100 mm of standard make, including the required MS ISMC, MS angular iron, 2 tonne capacity travelling trolley and 5 tonne capacity chain pulley block with chains of suitable capacity for lifting and moving arrangements to length of 12.80 m rate is inclusive of the cost of materials, labour charges, site welding etc., including cost of necessary civil work
424	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular type switch , modular plate suitable size G.I. box and earthing the point with 1.5mm2 FR PVC insulated copper conductor single core etc. as reqd.
425	1. Group A
426	2. Group B
427	Wiring for power point plug with 2x4mm2 FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with 1 no. 4mm2 FR PVC insulated copper conductor single core cable for loop earthing etc. as reqd.
428	Wiring for circuit / sub main wiringalong with earth wire with (the following sizes) of FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit etc. as reqd.
429	2. 2x2.5mm2 + 1x2.5mm2 earth wire.
430	4. 2x6mm2 + 1x6mm2 earth wire.
431	S/F suitable size G.I. box with modular plate and cover in front on surface or in recess i/c P/F 3 pin 5/6 amp modular socket outlet 5/6 amp modular switch, connection painting etc. as reqd.
432	S/F suitable size G.I. box with modular plate and cover in front on surface or in recess i/c P/F 6 pin 15/16 and 5/6 amp modular socket outlet 15/16 amp modular switch, connection painting etc. as reqd.
433	S/F 20 amp, 240V TPN industrial type socket outlet withfour pole and earth, metal enclosed plug top along with 10 amp. \"C\" series TP MCB in sheet steel encloser on surface or in recessed with chain metal cover for the socket outlet and complete with connection testing and commissioning etc. as reqd.
434	S/F CFL bulk head luminaries deep down annodised Al. body, heat resistant primatic glass cover. (Ref 021240, BJBE-19, S-type CFL 1x9W).
435	S/F 48\"Sweep (1200mm) A.C Ceiling fan complete with down rod, canopy,3(three) blades but without regulator etc. as reqd. (make Bajaj/Usha or similar).
436	S/F steped type electronic fan regulator on the existing modular plate switch box i/c connection but excluding modular plate etc. as reqd.
437	S/F of 305mm sweep exhaust fan complete with all accessories i/c connection etc. as reqd.
438	P/F 6 way, (2+6 way) single door single pole and neutral, prewired, sheet steel MCB distribution board, 240V on surface / recessed complete with loose wire box, terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnection, including powered coated painting, earthing etc. as reqd. (but without MCB/RCCB/Isolator).
439	P/F 63 amp. four pole 240V isolator in the existing MCB DB complete with connection testing and commissioning etc. as reqd.
440	P/F 5 amp. to 32 amp. rating 230V \"B\" series MCB for lighting and other load of single pole in the existing MCB DB complete with connection testing and commissioning etc. as reqd.
441	P/F 63A TP & N dis-connector fuse switch unit inside the existing cubicle panel board with ISI marks H.R.C. fuses including drilling holes in the cubicle panel board, makingconnection as reqd.
442	Earthing with Copper earth Plate 600mmx600mmx6mm thick i/c accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) as reqd.
443	Extra for using salt and charcoal for G.I. or copper plate earth electrode as reqd.
444	P/F 4mm dia Cu. Wire on surface or in recess for loop earthing as reqd.
445	S/F 12W LED bulb.
446	S/F 20W basic purpose surface and wall mounted LED batten with powder coated aluminiumhousing & integrated electronic driver with THD<10% i/c connection etc as reqd.
447	XXII - Supply and Delivery of Pumpsets
448	I) Manufacture, supply, delivery, errection and commissioning of Horizontal split casing centrifugal pumps 2 Nos. of 3 KW (1 working & 1 standby) havingdischarge of 12.35 LPS against a head of 17M (with 100% standby) directly coupled by pin and rubber bush type couplings to a squirrel cage induction motor, with standard DI construction with bronze impeller of \"Kirloskar/Mather+Platt/WPIL\" or any other reputed/standard make along with all pressure gauges and vacuum gauges siphon and cock including cost of base frame including cost and conveyance of all materials, errection and commissioning charges and dismantling the existing pumpsets carefully if any and all taxes, duties, labour and transportation charges to site and all other incidental and operational charges etc; complete.
449	provide 2 Nos. of 3 KW/4HP (1 working & 1 standby) havingdischarge of 12.35 LPS against a head of 17M (with 100% standby)
450	II) Supply, delivery, errection and commissioning of Motors with a speed of 1500 RPM 50 Hz TEFC horizontal foot mounted squirrel cage induction motor of Kirloskar/Crompton/GES/Jyothi or any other reputed standard make suitable to operate 440volts to suit above pump sets fitted on a common base plate including cost and conveyance of all materials including errection and commissioning charges and dismantling the existing motors carefully if any and all taxes , duties, labour and transportation charges to site and all other incidental and operational charges etc; complete
451	III) Manufacture and supply and fixing of control Pannel Board with suitable capacity bus bar suitable to operate above 2 Nos Pump Sets. The accessories all are internally wired with necessary earthing terminations. The Panel Board is made of 16 gauge MS sheet metal cubical/industrial indoor type and duty painted with 2 coats enamel paint with cost of material as follows. conveyance, all taxes, duties, labour charges and all other incidents etc; complete for finished item of work
452	Soft Starter i.e; FCMA ( flux compensated magnetic amplifier) L&T/BCH/Schneider of any other reputed make - 3 Nos)
453	Suitable capacity MCCB for incoming supply L&T/Schnieder or any reputed make - 1 No
454	Suitable capacity TPN switch fuse unit HRC type to control starters L&T/Schnieder or any other reputed make - 3 Nos
455	Suitable KVAR Capacitors bank with controlling MCB switch for improving power factor L&T or any other reputed make - 1No
456	Suitable Volt Meter with selectro switch with CT coils to read all phases L&T/Mico or any other reputed make - 1 No
457	Suitable Amps Ammeter with selectro switch to read total load L&T/Mico/AE or any reputed make -3 no
458	Suitable Amps Ammeter for individual reading of motor load or any other reputed make- 2 Nos
459	Suitable Amps TPN switch fuse unit with HRC fuse for spare - 1 No
460	Suitable Phase indicating lamps or any other reputed make - 3Nos
461	Suitable ON/OFF green and red push buttons with indicating bulbs of any reputed make - 6 Nos
462	IV) Supply, delivery and errection and jointing of suitable cable connection
463	Incoming cable of suitable size of alluminium armoured cable 3.50 core of standard make from transformer to Panel Board
464	Out-going cable of suitable size of Alluminium armoured cable of 3.50core of standard make from Panel Board to Starter and to Motor
465	V) Cable Joints with jointing materials such as lugs glands, adhesive taps etc; to join the above cables a per I.E Rules
466	VI) Supply and errection of suitable suction and delivery DI/MS pipes and connections upto manfold including heavy duty Sluice Valves and Non-Return Valves of PN 2.5 as per stipulations of water supply manual and I.S.Codes
467	VII) Supply,delivery,errection and commissioning of suitable capacity vacuum pump to operate above pumpsets including connecting or pumpsets with required G.I Pipes, Specials and fixing in concrete bed etc;
468	VIII)Supply, laying and fixing of 40x6mm G.I flat patti double earthing for electrical protection for motor, pump and panel board efficiently earthing duly providing earth pits and filling with coal and salt and G.I pipe 1 1/2 x 6\" long and bottom 2\"x2\" G.I.Plate welded as per I.E.Rules and Specifications with cost of materials, conveyance, taxes, duties, labour charges and all other incidental charges and providing 1 1/2\" x 1 1/2\" earth pit chamber with brick masonry with top cover
469	IX)Supply and delivery of necessary suitable errection tools of reputed make mounted on polished teak wood board including cost of materials and all taxes and duties etc;
470	Ring Spanner 3/16 to 1\" - 1No
471	Double end spanner set 3/16\" to 1\" - 1 No
472	Pipe Wrench 18\" & 4\" - 2Nos
473	Screw drivers 6\", 10\" & 12\" - 3 Nos
474	Cutting Plier 12\" - 1No
475	2 Kgs Hammer with Handle - 1 No
476	Nose Plier - 1 No
477	Flat and Half round smooth file - 2 Nos
478	Adjustable Spanner 6\"
479	Column pipe Clamps - 2 pairs
480	Line Shaft Clamps - 1 Pair
481	Line rope and clamps double the weight of pump - 2 sets
482	Gland tightening Spanner - 1 No
483	Spitter removing Spanner - 1 No
484	X) Supply and delivery of necessary safety equipment\"s as per IE Rules including cost of materials and all taxes and duties etc; complete
485	Fire extinguisher 3Kg capacity - 2 Nos
486	Rubber Mat 6\" x 4\" - 2Nos
487	Fire Buckets with stand and three buckets - 1 No
488	Rubber Hand Gloves - 1 Sets
489	Danger Board Plates - 4 Nos
490	First aid kit with chart - 1No
491	Shock Treatment Chart - 1No
492	Portable rechargeable torch light - 1 No
493	XI) Supply and delivery of indigenous make 500V insulation tested a portable type techno meter and megger etc;
494	XXIII - Construction of Entrance Plaza
495	2.6 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-Charge.
496	Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm.in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.
497	4.1 Providing and Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level:
498	4.1.6 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)
499	5.1 Providing and laying in position specific grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :
500	5.1.1 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
501	5.2 Reinforced cement concrete work in walls (any thickness). Includingattached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts,etc. above plinth level upto floor five level excluding the cost of centering , shuttering, finishing and reinforcement :
502	5.2.1 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
503	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajas, lintels, bands, plain window sills, staircases and spiral staircases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement with (a) 1:1.5:3 (1 cement :1.5 course sand :3 graded stone aggrt. 20 mm. nominal size).
504	5.9 Centering and shuttering including strutting, propping etc. and removal of form for:
505	5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.
506	5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
507	5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.
508	5.9.3 Suspended floors, roofs, landings, balconies and access platform.
509	5.20 Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
510	5.20 A Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete. Above plinth level.
511	6.1 Brick work with Ist class common burnt clay F.P.S. (non modular) bricksin foundation and plinth in:
512	13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
513	13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
514	13.31 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
515	13.33 Finishing walls with textured exterior paint of required shade :
516	9.1 Providing wood work in frames of door ,window ,clerestory windows & other frames ,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately).
517	9.4 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S. butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of the Engineer-in-Charge.
518	10.24 Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required.
519	13.37 Applying priming coat :
520	13.39 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’ specifications including appropriate priming coat, preparation of surface, etc. complete.
521	XXIV - Construction of interception drain
522	Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains(not exceeding 1.5m in width or 10 sqm on plan)including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m,as directed by the Engineer -in- Charge. a) All kinds of soil.
523	Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20 cm.in depth, consolidating each deposited layer by ramming and watering lead upto 50 metres lift upto 1.5 metre.
524	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level: a) 1:4:8 ( 1 Cement : 4 coarse sand ; 8 graded stone aggregate 40 mm nominal size )
525	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level: a) 1:3:6 ( 1 Cement : 3 coarse sand ; 6 graded stone aggregate 20 mm nominal size )
526	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level: a) 1:2:4 ( 1 Cement : 2 coarse sand ; 4 graded stone aggregate 20 mm nominal size )
527	Centering & shuttering including, strutting and propping etc.and removal of form for : a)Foundation Footings, bases of column etc. for.mass concrete.
528	Steel work welded in built up sections framed work i/c cutting, hoisting, fixing in position and applying coat of red lead paints. (a) in gratings, framed guard bars, ladders, railings, brackets and similar works.
529	XXV - Construction of walking track with 3m wide in park area and 5m wide along the pond
530	2.6 Earthwork in excavation by mechanical means (hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in-Charge.
531	Providing, laying and compacting granular base/sub-base with naturally occurred sand gravel materialfree from organic ore other deleterious constituents spreading with Motor Grader and compacted by rolling with powerroller of 8 -10 tonne capacity in layers not exceeding 150mm (spread thickness)
532	4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work up to plinth level :
533	4.1.21:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
534	5.9 Centering and shuttering including strutting, propping etc. and removal of form for :
535	5.9.1Foundations, footings, bases of columns etc. and mass concrete.
536	13.28 Distempering with dry distemper of approved brand and manufacture (two or more coats) and of required shade on new work, over and including priming coat of whiting to give an even shade:
537	XXVI - Construction of exhibition centre with store room cum office
538	2.6 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 the Engineer-in-charge.
539	Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used.
540	4.1.6 Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in
541	1:4:8 (1 Cement:4 Coarse sand: 8 graded stone Aggregate 40mm nominal size)
542	5.1 Providing and laying in position specific grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level :
543	5.1.1 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
544	5.2 Reinforced cement concrete work in walls (any thickness). Includingattached pilasters, buttresesses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts,etc. above plinth level upto floor five level excluding the cost of centering , shuttering, finishing and reinforcement :
545	5.2.1 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
546	7.1.1 Random Rubble Masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement: 6 Coarse sand: 12 graded stone aggregate 20mm nominal size) at plinth level With Cement mortar 1:6 (1 cement : 6 coarse sand)
547	7.8 Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level.
548	5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level upto floor five level, excluding the cost of centering,shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
549	5.9 Centering and shuttering including strutting, propping, etc. and removal of form for :
550	5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts.
551	5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
552	5.9.3 Suspended floors, roofs, landings, balconies, and access platform
553	6.1 Brick work with 1st class common burnt clay FPS (non modular) bricks in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand)
554	6.9 Half brick masonry with 1st class common burnt clay F.P.S. (non modular) bricks in superstructure above plinth level upto floor V level in
555	6.9.1 Cement mortar 1:3 (1cement : 3 coarse sand)
556	11.16 Marble stone flooring with 18mm thick marble stone (sample of marble shall be approved by engineer-in-charge) over 20mm (average) thick base of cement mortar 1:4 (1 cement:4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing complete with:
557	11.16.1 Makrana white second quality.
558	11.31 Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS :15622 of approved make in all colours, shades, except 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 pigments etc., complete.
559	11.27 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture 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.
560	16.3 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 and C.P. flush bend with fittings and C.I.brackets, 40mm 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.
561	16.3.1 W.C Pan with ISI marked white solid plastic seat and lid
562	13.10 15mm cement plaster 1:3 (1cement:3coarse sand) finished with a floating coat of neat cement of on the rough side of single or half brick wall
563	13.4 12mm Cement plaster of mix1:4 (1 cement :4 coarse sand)
564	13.58 Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
565	13.35 Finishing walls with Acrylic Smooth exterior paint of required shade :
566	13.35.1 New york (Two or more coats applied @ 1.43 ltr/ 10 sqm ,over and including base coat of water proofing cement applied @ 2.20 ltr/10 sqm
567	13.36 Finishing walls with deluxe multi surface paint for interior and exterior using primer as per manufactures specification
568	13.36.1 Two or more coats applied @ 1.25 ltr/ 10 sqm ,over and including one coat of special primer applied @ 0.75 ltr/10 sqm
569	9.1 Providing wood work in frames of door ,window ,clerestory windows & other frames ,wrought framed and fixed in position with hold fast lugs or with dash fastener of required dia and length (hold fast lugs or dash fastener shall be paid for separately):
570	9.1.2 Local best quality Uningthou wood
571	9.4 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S. butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.
572	9.4.1.1 35 mm thick shutters
573	Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete
574	10 litre (full flush) capacity-white
575	16.5 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors whereverrequired :
576	16.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
577	16.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:
578	16.7A.1 White Vitreous China Wash basin size 550x400 mm with a 15mm CP Brass
579	16.26 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
580	16.26.1.2 40 mm dia
581	17.4 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall
582	17.7.1 15 mm nominal outer dia Pipe
583	17.7.2 20mm nominal outer dia Pipes
584	17.7.3 25mm nominal outer dia Pipes
585	Providing and fixing gun metal non- return valve of approved quality (screwed end) :25 mm nominal bore Horizontal
586	5.20 Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
587	5.20.1 Thermo-Mechanically Treated bars
588	5.20A Reinforcement for R.C.C Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
589	5.20.A2 Thermo-Mechanically Treated bars
590	Providing and fixing paneling or paneling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick: local best quality Teak wood
591	Providing and fixing 15 cm wide 45 cm over all semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rainwater pipes complete 0.80mm thick with zinc coating not less than 275gm/m2 m.
592	For Roof tile ridge length and down take
593	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS :5382 leaving 10 mm gap for thermal expansion, (i) Single socketed pipes
594	75 mm diameter
595	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.
596	Coupler
597	Single tee with door 75x75x75 mm
598	Bend 87.5°
599	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etcoperations:(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 cleaning the 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 thick layer 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 the adjoining 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 fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with 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 :
600	Electrical works
601	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit with modular type switch , modular plate suitable size G.I. box and earthing the point with 1.5mm2 FR PVC insulated copper conductor single core etc. as reqd.
602	1. Group A
603	2. Group B
604	3. Group C
605	Wiring for power point plug with 2x4mm2 FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit along with 1 no. 4mm2 FR PVC insulated copper conductor single core cable for loop earthing etc. as reqd.
606	Wiring for circuit / sub main wiringalong with earth wire with (the following sizes) of FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit etc. as reqd.
607	1. 2x1.5mm2 + 1x1.5mm2 earth wire.
608	2. 2x2.5mm2 + 1x2.5mm2 earth wire.
609	4. 2x6mm2 + 1x6mm2 earth wire.
610	5. 2x10mm2 + 1x10mm2 earth wire.
611	S/F suitable size G.I. box with modular plate and cover in front on surface or in recess i/c P/F 3 pin 5/6 amp modular socket outlet 5/6 amp modular switch, connection painting etc. as reqd.
612	S/F suitable size G.I. box with modular plate and cover in front on surface or in recess i/c P/F 6 pin 15/16 and 5/6 amp modular socket outlet 15/16 amp modular switch, connection painting etc. as reqd.
613	S/F 25 amp Air-Conditioner power plug point i/c 4 modules metal box on surface or in recess 4-modules plate and cover in front, 25 amp modular starter 25 amp modular socket outlet and 25 amp plug i/c connection etc. as reqd.
614	S/F brass batten/angle holder i/c connection etc. as reqd.
615	S/F CFL bulk head luminaries deep down annodised Al. body, heat resistant primatic glass cover. (Ref 021240, BJBE-19, S-type CFL 1x9W).
616	S/F 48\"Sweep (1200mm) A.C Ceiling fan complete with down rod, canopy,3(three) blades but without regulator etc. as reqd. (make Bajaj/Usha or similar).
617	S/F steped type electronic fan regulator on the existing modular plate switch box i/c connection but excluding modular plate etc. as reqd.
618	S/F of 305mm sweep exhaust fan complete with all accessories i/c connection etc. as reqd.
619	S/F of 1.5 tone capacity split type Air conditioner, (Diamond, 3 Star, 5G 29, G-SC 18 FD3 WJH} complete with Indo voltage stabilizer, Automatic 3KVA (140-280 for 1.5 ton). all accessories i/c connection etc. as reqd.
620	P/F 6 way, (2+6 way) single door single pole and neutral, prewired, sheet steel MCB distribution board, 240V on surface / recessed complete with loose wire box, terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar, detachable gland plate, interconnection, including powered coated painting, earthing etc. as reqd. (but without MCB/RCCB/Isolator).
621	P/F 40 amp. four pole 240V isolator in the existing MCB DB complete with connection testing and commissioning etc. as reqd.
622	P/F 63 amp. four pole 240V isolator in the existing MCB DB complete with connection testing and commissioning etc. as reqd.
623	P/F 5 amp. to 32 amp. rating 230V \"B\" series MCB for lighting and other load of single pole in the existing MCB DB complete with connection testing and commissioning etc. as reqd.
624	P/F 63A TP & N dis-connector fuse switch unit inside the existing cubicle panel board with ISI marks H.R.C. fuses including drilling holes in the cubicle panel board, makingconnection as reqd.
625	Earthing with Copper earth Plate 600mmx600mmx6mm thick i/c accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) as reqd.
626	Extra for using salt and charcoal for G.I. or copper plate earth electrode as reqd.
627	P/F 4mm dia Cu. Wire on surface or in recess for loop earthing as reqd.
628	S/F 12W LED bulb.
629	S/F 20W basic purpose surface and wall mounted LED batten with powder coated aluminiumhousing & integrated electronic driver with THD<10% i/c connection etc as reqd.
630	XXVII - Providing garden post
631	P/F 8 m long steel tubular pole (410-SP-14).
632	P/F 2.5 mtrs. Long G.P Bracket for fixing of street lamp.
633	Errection of steel tubular pole of length not less than 8 mtrs but not exceeding 10 mtrs in cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone agtt. 40mm nominal size) foundation i/c excavation & rolling etc. as reqd.
634	Supplying and drawing (following size) of FR PVC insulated copper conductor single core cable in existing surface / recessed steel / PVC conduit as reqd.
635	2x2.5mm2
636	P/F 5 amp. to 32 amp. rating 230V \"B\" series MCB for lighting and other load of (following poles) in the existing MCB DB complete with connection testing and commissioning etc. as reqd.
637	Double Pole
638	Providing of 10mm2 2-core PVC/XLPE insulated heavy duty armoured cable 1.1KV grade.
639	Providing of 16mm2 2-core PVC/XLPE insulated heavy duty armoured cable 1.1KV grade.
640	Laying of 1 no. PVC insulated PVC sheathed power cable of 1.1KV grade of size not less than 25mm2 but not exceeding 120mm2 direct in ground i/c excavation, sand cushioning, protective covering and re-filling thetrench etc. as reqd.
641	Fabrication of control panel board by 16 gauge steel sheet, along with components mounting, making strip wiring auxiliary components, wiring all over the panel i/c fixing charge, painting etc. as reqd.
642	Indicating Lamp
643	Voltmeter range 0-500 volts.
644	Ammeter range 0-200 volts.
645	Current transformer coil range 0-200 amp.
646	Hinges for panel door
647	Panel door locks.
648	Selector switch for ammeter & voltmeter.
649	P/F 100A TP & N dis-connector fuse switch unit inside the existing cubicle panel board with ISI marks H.R.C. fuses including drilling holes in thecubicle panel board, makingconnection as reqd.
650	P/F bus bar chamber with 4 strip scopper bus bar of length suitable for 100A capacity complete with all accessories i/c connection earthing the body etc as reqd.
651	Providing and fixings 4 pole MCCB 100 amp. 16 KA in existing cubicle panel board including drilling holes in cubicle panel & making connection etc. as reqd.
652	Earthing with G.I. earth pipe 4.5m long 40mm dia i/c accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc.(with charcoal or coke and salt) as reqd.
653	P/L earth connection from earth electrode with 8 SWG dia G.I. wire in 15mm dia G.I. pipe as reqd.
654	Providing and Laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:4:8
655	P/F Programmable Time Switch 24 Hrs (DCTDD15016).
656	P/F 150W LED Street Lilght luminaries (ATCom LED Solerno SL S2 Series)..

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Tender For Amrut 2.0 Project No. 27 Rain Water Harvesting Park Near Solid Waste Management Plant At Lamdeng., Imphal West-Manipur

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