Tender For Construction Of Warehouses & Associated Facilities At Bonda, Guwahati., Guwahati-Assam

TDR : 43700143

Tender Notice
Corrigendum Details
BOQ

Expired

Guwahati , Assam

Tender Brief : Corrigendum : Tender For Construction Of Warehouses & Associated Facilities At Bonda, Guwahati.

Document Fees
Refer document

EMD
₹ 1000000.0 /-

Tender Value
Refer document

Submission Date
16-07-2024

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !

Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	11-07-2024	Extension of Bid due date	Date	16-07-2024
2	08-07-2024	Reply to pre-bid queries	Other	11-07-2024
3	04-07-2024	Bid due date Extension	Date	11-07-2024

Name of Work: TENDER DOCUMENT FOR CONSTRUCTION OF WAREHOUSES & ASSOCIATED FACILITIES AT BONDA, GUWAHATI

Sl. No.	Item Description
1	A. CIVIL WORKS
2	SITE CLEARANCE
3	DEMOLITION OF R.C.C./BRICKS/STONE MASONARY
4	Site clearance by demolition of R.C.C./PCC/Brickwork/Stone Masonry/Stone Soling, Flexible pavements etc. along with removing the debris and disposal of unserviceable material to any lead and staking of serviceable materials, handing over serviceable material to concerned department if requiredas per technical specifications and direction of Engineer-in-charge.
5	Note:
6	1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading, transportation, water, electric power, illumination etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge.
7	2. Demolition of RCC/PCC/Brick Masonry/Road will be paid in NET CUMas demolished.
8	CLEANING VEGETATION
9	Cleaning bushes including uprooting of rank vegetation, green bush wood, trees and saplings of girth upto 30cms (measured at a height of 1m above ground), stacking the serviceable materials and disposal of the same including rubbish etc. upto any lead and all lift as per specification and direction of the Engineer-n-charge. (payment will be made for actual site clearance area only).
10	TREE CUTTING
11	Tree cutting (only of girth more than 30 cm)along with removal of roots and stumps and handing over the same to Owner / Owner\"s Representative including paying royalties, disposal, taking approval from competent authorities etc. all complete, as per technical specifications and direction of Engineer-in-charge.
12	Note:
13	1.Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies,loading/unloading, transportation,electric power, illumination and cost of handingover to owner/or his representative etc. complete in all respects as per scope of workand direction of Engineer-in-charge.
14	EARTH WORK IN EXCAVATION AND BACKFILLING
15	Earthwork in excavation for for foundations in ordinary soils including soft rock / disintegrated rock in both dry andwet conditions including pumping and bailing out surface and subsoil water, shoring, strutting,slush removal including backfilling in all positions in layers of 300 mm at all heights and depths as per drawings and specifications wherever required, in Foundation pits and other places with excavated suitable surplus earth including reclaiming from soil heaps kept elsewhere including dressing and levelling, watering and mechanical compaction etc.,transporting surplus unserviceablesoil within the plant premises and spreading in layers and as per specifications and direction of Engineer.The Measurementfor payment shall be for the theoretical volume only and it shall bethe volume of the block ofthe excavation having maximum bottom dimension of thelevelling course/PCC asper drawing and to actual depth.
16	For depth upto 2.0 m.
17	For depth beyond 2.0 m
18	Note:
19	1. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary working space, cutting inslopes etc., which may be required for excavation, safety and other allied works and refilling the side slopes and working space in layers as per requirement.
20	2. Rate to include cost of all labour, tools, tackles, equipment, hire charges,shoring, bailing and pumping out water etc. with all bye works and sundry works complete in all respects.
21	EARTH WORK IN EXCAVATIONIN HARD ROCK
22	Earth work in excavation in hard rockfor all type and size of foundations inany plan dimension up to required depth including disposal of excavated surplus and unserviceable material up toany leadin all conditions. Surface to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings and directions of the Engineer-in-charge.The Measurementfor payment shall be for the theoretical volume only and it shall bethe volume of the block ofthe excavation having maximum bottom dimension of thelevelling course/PCC asper drawing and to actual depth.
23	Note:-
24	1. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary working space, cutting inslopes etc., which may be required for excavation and other allied works as per requirement.
25	EARTH WORK IN FILLING WITH IMPORTED EARTH
26	Supply of good quality approved earth and controlled earth filling in site levelling and at other placesin layers of 300 mm and compacted up to 95% to its Modified Proctor density or as per direction of Engineer in chargeup to required depth and any plan dimension includingcost of all labour, tools, equipment, hire charges, cost of borrowed earth by way of royalties, right of way, taxes, transportation, testing, watering, rolling each layer with8 tonne to 10 tonne roller in open area and by 1 tonneto 2 tonne roller or wooden or steel rammers in confined area, and dressing / filling up ground depressions etc. complete in all respect as per scope of work, detailed construction drawings, as per technical specifications and directions of the Engineer-in-charge. Payment shall be made for net volume of compacted earth as per levels recorded jointly.
27	Note :-
28	1.The contractor shall obtain prior permission from concerned statutory authorities as necessary for sourcing of earth required for filling as mentioned above and pay royalty etc., as applicable for the same. Copies of receipt of royalty paid by the contractor should be submitted to CLIENT/ MECON for their record before bringing the material to site. No separate payment will be made by CLIENT/MECON towards reimbursement of royalty or any other levies which shall be included in the rates quoted by the party.The contractor shall bring the earth and stock the same as per the directions of EIC.
29	2. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of earth, royalties, right of way, taxes etc.
30	SAND FILLING
31	Supplying and filling approved quality coarse sand/M-Sand (Zone II or Zone III) in foundation or under floor, trenches, pits and other places, at all locations in layers of 150 mm thickness including watering and ramming, all lead, lift and depth complete as per drawing and specification and direction of the Engineer.
32	Note:
33	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of sand, royalties right of way, taxes and backfilling using sand in all conditions, etc.
34	PLAIN CEMENT CONCRETE
35	Supplying and laying plain cement concrete of grade 1:2:4 (M 15) with stone aggregate 20mm down grade (including shuttering if required) infoundations, floors, roof screed, aprons, pits, drains and other mass concrete works, steps, coping of wall, sill etc., at all depths and heights/levelsas per drawings, specifications and directions of the Engineer-in-charge.
36	Note:
37	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, shuttering in all conditions etc. with all bye works and sundry works.
38	Supplying and laying plain cement concrete of grade 1:3:6 (M 10) with stone aggregate 40mm down grade (including shuttering if required) in all levelling courses under foundations, mass concrete works, chambers, trenches,floors and any other locations at all depths complete in all respects as per drawings, specifications and directions of the Engineer-in-charge.
39	Note:
40	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, shuttering in all conditions etc. with all bye works and sundry works.
41	REINFORCED CEMENT CONCRETE
42	REINFORCED CEMENT CONCRETE M25 GRADE SUB STRUCTURE
43	Providing and Laying in position Machine batched and machine mixed M25 Grade Design mix/ Ready mixedfor Reinforced Cement Concrete workusing 20mm down size graded aggregate in substructure at all depths and heights using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC as applicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete(improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of Engineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-Incharge to produce Design Mix Concrete of specified grade. All works upto finished ground level.
44	Note:
45	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as,minimum 43 grade OPC/PPC cement including sulphate resistant cement if required, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye workscomplete.
46	2. The reinforcement shall be paid separately vide Item No. C08.00.00
47	REINFORCED CEMENT CONCRETE -M25 GRADE SUPER STRUCTURE
48	Providing and Laying in position Machine batched and machine mixed M25 Grade Design mix/ Ready mixedfor Reinforced Cement Concrete workusing 20mm down size graded aggregate in super structure at all depths and heights using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC as applicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete(improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of Engineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-Incharge to produce Design Mix Concrete of specified grade. All works above finished ground level.
49	Note:
50	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as,minimum 43 grade OPC/PPC cement including sulphate resistant cement if required, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye workscomplete.
51	2. The reinforcement shall be paid separately vide respective SORItem
52	REINFORCED CEMENT CONCRETE FOR PAVEMENT & FLOORING- M25 GRADE
53	Providing and Laying in position Machine batched and machine mixed Design mix/ Ready mixedfor Reinforced Cement Concrete M-25 grade workusing 20mm down size graded aggregate in flooring,Pavement at all depths and heights using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC as applicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete(improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of Engineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-Incharge to produce Design Mix Concrete of specified grade.
54	Note:
55	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as,minimum 43 grade OPC/PPC cement including sulphate resistant cement if required, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye workscomplete.
56	2. The reinforcement shall be paid separately vide Item No. C08.00.00
57	REINFORCEMENT STEEL
58	Supplying, Fabricating and Fixing in position TMT Grade Fe 500D reinforcement conforming toIS1786 at all levels and positions including the cost of transport, straightening, cutting, bending, cranking, welding, provision of necessary chairs and spacers, preparation of bar bending schedule and getting the same approved by EIC etc., complete as per drawings and specifications and including cost of binding wire, labour, testing etc., all completein all respects as per detailed construction drawings, technical specifications and direction of Engineer-in-charge. The chairs and spacer bars provided will not be measured for payment.
59	Note:
60	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as reinforcement steel, binding wire etc. with all bye works and sundry works complete.
61	2. Chairs, Unauthorised Laps, Spacers, Binding wire, Wastage etc. shall be to contractor\"s account.
62	BRICK WORK
63	Providing and laying Brick work straight or curved on plan to any radius using best quality bricks with frog/indent, conforming to sub-class A as per IS:1077 having crushing strength of not less than 50 kg/cm2 in cement mortar 1 :4 (1 Cement : 4 Coarse Sand)in all types of foundation,walls, drains superstructure at all depths/heights including projections, pillars, parapets, ornamentals of any shape, cornices, all complete including cut work, curing, scaffolding,including filling of joints with Cement Mortar 1:4 and racking of joints, etc. as per specifications, drawings and directions of the Engineer.
64	Note:
65	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC/PPC), bricks,sand, finishes, other minor construction materials, shuttering, staging, masonry work, with all bye-works and sundry works complete as per drawings.
66	DAMP PROOF COURSE
67	Providing 40 mm thick Damp proof course over plinth with cement concrete grade 1:1.5:3 using aggregate of 10 mm and down graded and mixing approved water proof admixture with cement as per manufacturer\"s specification including necessary formwork/ shuttering, one coat of hot bitumen of grade VG-10 over the top surface of Damp proof coarse and all necessary byeworks complete as per specification, drawing and as directed by the Engineer.
68	PLINTH PROTECTION
69	Providing & laying 100 mm thick plinth protection in PCC M15 with 20 mm nominal size aggregate including finishing the top smooth and in required slope, excavation, disposal of earthwork etc over a layer of 100 mm thick compacted sand over compacted earth.
70	PLASTERING FORDRAINS
71	Providing and applying 15 mm thick cement plaster 1 : 4 (1 cement : 4 medium coarse sand) smooth finish at all depths & heights on faces of walls, pillars, projection, bands, etc., including raking out joints if any left out, necessary dabbing, curing, scaffolding complete at all heights as per specification and drawings.
72	Note:
73	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC)/PPC cement, coarse sand and other minor construction materials as per requirementwith all bye-works and sundry works complete as per drawings.
74	PAVER BLOCK FLOORING
75	Supplying and placing in position as per approved pattern of Cement Concrete Inter locking/grass jointed paver block 80 mm thick of approved shape, rough finish, M-40 strength of approved brand laid over the sand bed of minimum 50 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge.
76	Note :-
77	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks,sand,earth work in excavation in cutting earth in all conditions, shutteringwith all bye works and sundry works.
78	2.PCC below paver shall be paid separately vide respective item.
79	KERB STONE
80	Providing and laying at or near ground level factory made kerb stone 125mm thk and 300mm deep of M-30 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 fine sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) embeded in PCC M10, including making drainage opening wherever required complete, painting etc. as per direction of Engineer-in charge. Length of finished kerb edging shall be measured for payment. (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
81	Note:
82	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials,earth work in excavation in cutting earth in all conditions, shutteringwith all bye works and sundry works.
83	2. Payment for PCC M-10shall be made vide respective PCC Item.
84	RUBBLE SOLING/BOULDER SOLING
85	Providing and laying 115 to 150 mm thickness dry trap rubble stone (granite/basalt) soling at all depths including hand packing, filling the interstices with chips, spalls and binding with grit and selected murrum, watering, compaction by hand ramming & rolling with 1 MT hand roller etc. complete as per attached job procedures, technical specification and as per direction of EIC.
86	RCC NON PRESSURE PIPE NP3
87	Providing,laying and joining RCC non pressure pipes of NP3 class of following diameter including collars jointed with stiff mixture of cement mortar 1:2 (1 cement : 2 fine sand), curing, aligning, joining and testing etc. to correct slope including excavation, backfilling at all depths as per drawings with all bye works complete as per specification and directions of Engineer. Cost of PCC bedding, encasing etc.are not included in the scope of this item and shall be measured and paid seperately.
88	150 mm diameter
89	300 mm diameter
90	600 mm diameter
91	INSERTS
92	Supplying, Fabricating, Fixing at all levels and positions Steel embedments/ Insertslike Plates,Angle, Channels,Anchor boxes, MSpipe Sleeves includingthreading etc.,including two coats of approved quality Synthetic enamel paint over a primer coat on the exposedSurfaces but excluding chequered platewherevernecessary, complete as per Drawings, Specificationsand directions of theEngineer-in-charge. (Jigs, Templatesand Fixtureswillnot be paidseperately).
93	BOLTS & NUTS
94	Supplying and Fixing BOLTS & NUTSas per IS: 2062 /SAE 1018 with minimum yield strength of 250 MPAin concrete at all levels and positions, bolts with nutsand washers, pipe sleeves etc. including painting the exposed surfaces with two coats of approved paint, providing grease to exposed area of bolts, welding wherever necessary, complete as per drawing, specifications and instruction of engineer(PCC blocks, jigs and fixtures will not be paid extra) and protecting the same till final erection.
95	Providing and fixing chequered plate covers
96	Providing and fixing 8mm Thk chequered plate in approved panel or over steel structure platform,cable and pipe trench including cutting, welding, hoisting, fixing in position,including painting as per specification, complete in all respectas per drawings , technical specifications and directions of the Engineer-In-Charge.
97	G.I.PIPES
98	Providing and fixingof following size of G.I. pipes (medium duty) as per IS 1239 complete with G.I. fittings and clamps including cutting by hack saw, bending by hydraulic machine, trenching and refilling etc. including all labour and material complete as per approved drawing and direction of EIC.
99	100 mm nominal bore
100	150 mm nominal bore
101	GROUTING
102	Providing& Grouting ( includingtamping ) M-30 Grade Design Mix Concrete using 12 mm down graded coarse aggregate forStructures, Foundations, Baseplates, Anchor holes etc., with Cement Concrete including Shuttering wherever necessary at all levels and as per Drawings, Specifications and direction of the Engineer.
103	Providing and laying a ready mix non-shrink cementitious grout of compressive strength of 30 N/mm2 under equipment base plate, anchor holes, etc. at all levels complete in all respects as per specifications, drawing and direction of the Engineer.
104	NOTE: The Weight of non-shrink cementitious grout bag Shall be of 25Kgs.
105	PRE CAST COVERS
106	Providing, hoisting and fixing up precast reinforced cement concrete of M-25 grade(20mm nominal size) in trenches, pits, tanks and the like including the cost of required centering, shuttering (with smooth surface) complete but excluding cost of reinforcement.
107	Note :-
108	1. The reinforcement shall be paid separately vide respective reinforcement item.
109	NON METALLIC SURFACE HARDNER
110	Finishing RCC floor with non-metallic surface hardener of approved make @ 5 Kg/Sqm, in the required size of panels, laid to proper level and slope including spreading to template, compaction with smooth & even finish and curing, including all tools and other accessories all complete as per manufacturers specification and direction of Engineer.
111	(Rate shall be excluding the cost of RCC and reinforcement which is to be paid separately under respective item.)
112	EXPANSION JOINTS
113	Providing and laying 25 mm thick 150 mm deep expansion/seperation joint along the periphery of pump foundations, pedestals, flooring with approved bituminous impregnated fibre board conforming to IS 1838 including sealing the top 20mm depth with bituminous mastic sealant at all heights and locations with all bye-works complete as per drawing, standard practice as directed by engineer
114	CONTRACTION JOINTS
115	Providing 5mm wide 12mm deep groove by groove cutting machine in construction joint in RCC flooring,providing and filling with sand bitumen sealant including approved primer all complete as per drawing, specification and instruction of Engineer.
116	ANTI TERMITE TREATMENT
117	Providing and injecting with approved quality chemical emulsion for pre-constructional antitermite treatment and creating a chemical barrier as per IS:8944 and IS:6313 under and around the column pits, trenches, wall trenches, plinth filling (complete area underneath the floor), junctions of wall and floor, expansion joints, surrounding of pipes, conduits etc., along the perimeter of the building, complete as per specification and direction of the Engineer.Only ground floor plinth area of the building will be measured for payment.
118	RAIN WATER HARVESTING PIT
119	Providing,constructing and finishing of rain water harvesting pit including boring up to ground water table, provision of filter media and construction of pit complete asper scope of work, detailed construction drawings and directions of the Engineer-in-charge.
120	[Rate to include cost of all labour, tools, tackles, equipment, hire charges,supply of all materials, such as minimum 43 grade OPC/PPC cement, bricks of class designation M-5 of IS: 1077 in CM1:4 (1 cement ;4 sand),bitumen,other minor construction materials, shuttering, staging,providing and placing R/F steel, inserts etc. with all by works and sundry works complete.
121	CONCERTINA COIL
122	Providing and fixing Concertina Coil fencing with Punched tape concertina coil 600mm dia 10 metre openable length (total length 90 m), having 50 nos. rounds per 6 m length, upto 3 m height of wall with existing angle iron Y- shaped placed 3 m apart and with 9 horizontal RBT reinforced barbed wire, stud tied with GI staples and GI clips to retain horizontal, including necessary bolts or GI barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(RBT)/spring core(2.5mm thick) wire of high tensile strength of 165 kg/sq.mm with tape(0.52mm thick) and weight 43.478gm/metre(cost of MS angle, CC blocks shall be paid separately)
123	Supplying, Fabricating, Fixing at all levels and positions Steel Y angle embedments/ Insertsin boundary wall column with CC blocks including two coats of approved quality Synthetic enamel paint over a primer coat on the exposedSurfaces wherevernecessary, complete as per Drawings, Specificationsand directions of theEngineer-in-charge.
124	Note- Read this item along with tender drawing .
125	JOINT FILLER
126	Providing and filling expansion joints in boundary walll with 25mm thick bitumen impregnated fibre board conforming to IS 1838 including cost of primerall complete.
127	Providing and filling 12mm deep groove on top and on both sides of vertical surafce with bitumenous sealant all complete.
128	Note- Read this item along with tender drawing.
129	PILING UNDER FOUNDATION
130	Providing and fixing in position \"Bored cast in situ RCC piles skin friction/end bearing type 500 mm diameter and 30 T capacity in M 25 Concrete\" excluding the cost of reinforcement and getting the design of test pile approved by PBGPL/ MECON including driving in ground at specified locationsby using standard tools for construcing a rigid support base for supporting the, Buildingsboundary wall,etcincluding all bye works, complete as per drawings, specification and directions of the Engineer-in-charge.
131	Notes-1. Rate to include cost of all labour, Head breaking of pile, tools, tackles, equipment, hire charges,supply of all materials, shuttering, providing and fixing reinforcement steel testing etc. with all bye works and sundry works and consumables.
132	2. Reinforcement will be paid seperately in respective SOR item.
133	Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
134	Single pile upto 30 tonne capacity
135	Initial test
136	Routine test
137	GRANULAR SUB BASE
138	Providing, laying,spreading, andcompacting graded stone aggregeate Granular Sub Base over subgrade, aggregate gradation shall be as perTable No 400 - 1 of Grading 1 of MORTH specifications (See Note 1) including transportation of material to site , laying in uniform layers with well prepared surface and compacting with vibratory roller to achieve the desired density as per specificationscompletein all respect. Same shall be laid in layers of 200 mm thickness each.Rate to include preparation of existingsubgrade surface to the proper line and level and compacted as directed by Engineer in charge.
139	Note 1:
140	IS Sieve Designation% Passing75.0 mm 10053.0 mm 80-10026.5 mm 55-909.50 mm 35-654.75 mm 25-552.36 mm 20-400.85 mm -----0.425 mm 10-150.075 mm<5
141	WET MIX MACADAM
142	Providing, laying, spreading, and compacting graded stone aggregateto wet mix macadam specifications as perTable no 400 - 13 of MORTH specifications (See Note 1) including the premixing the material with water at OMC inmechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layers with paver/grader/manual in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specifications complete in all respect. Same shall be laid in layers of 100/150mm thickness over GSB Layer.
143	Note 1:
144	IS Sieve Designation % Passing53.0 mm10045.0 mm95-10026.5 mm---22.40 mm 60-8011.20 mm 40-604.75 mm 25-402.36 mm 15-30600 micron 8-2275 micron0-5
145	REINFORCED CEMENT CONCRETE IN PAVING/GRADE SLAB WITH VACUUM DEWATERED CONCRETING USING TREMIX OR EQUIVALENT METHOD
146	Providing and Laying in position machine batched and machine mixed Design mix / Ready mixed M-30 grade concrete for slab/paving work at all depths and heights using 20 mm down size graded aggregate in panels of 4.0m x 4.0 m or as per approved drawing by using vacuum dewatering method (tremix flooring or equivalent) using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer and providing necessary formwork with MS Channel sections, curing, edge treatment, making necessary slope, vibrating with needle and surface vibrators and finishing with broom finish including cost of centering & shuttering, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete (improve workability without impairing strength and durability) but excluding cost of reinforcement all completein all respects and as per direction of Engineer-in-Charge. Cost of providing and laying 12 mm wide 25 mm deep polysulphide sealant in contraction joint in RCC floor including groove cutting is included within this SOR Item. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval Of Engineer-in-Charge to produce Design Mix Concrete.
147	Note:
148	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade OPC cement/PPC cement, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye works and sundry works complete.
149	2. Reinforcement & Expansion Joints shall be paid separately vide respective item.
150	EXPANSION JOINTS FOR ROADS
151	Providing 25mm wide 200 deep expansion joint with 25 thick PUF filler board, top filled with 15 mm x 25 mm polysulphide sealant, 32mm dia medium grade PVC sleeve with end cap at one end with 20mm dia plain MS bar @ 500mm c/c etc all complete as per drawing, specification and instruction of Engineer.
152	KHURRAS
153	Making Khurras 45cm x 45cm with average thickness of 50mm in PCC (1:2:4) using 20mm and down stone chips over PVC sheet 1m x 1m x 400micron, finished with 12mm cement plaster (1:3) and a coat of neat cement rounding the edges and making, finishing the outlet.
154	GOLA
155	Providing gola 75 x75mm in cement concrete 1:2:4 ( 1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
156	CPVC PIPES - EXPOSED WORK
157	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of approved make having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge - Exposed Work.
158	32 mm nominal bore
159	25 mm nominal bore
160	20 mm nominal bore
161	15 mm nominal bore
162	CPVC PIPES - CONCEALED WORK
163	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes of approved make having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. - Concealed Work including cutting chases and making good the walls etc.
164	25 mm nominal bore
165	20 mm nominal bore
166	15 mm nominal bore
167	NON RETURN VALVE
168	Supplying, fitting and fixing superior quality Gun metal non return valve of approved quality
169	32mm dia
170	25mm dia
171	GATE VALVE
172	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
173	25mm nominal bore
174	20mm nominal bore
175	SINTEX OR EQUIVALENT HDPE WATER TANK
176	Providing and fixing SINTEX or equivalent approved HDPE water tank ISI : 12701 marked with PVC fittings for inlet, outlet, over flow, scour float valve, air lock release pipe, connections of required size and diameter including connections and fixing the tank on roof at all heights with all bye-works complete as per manufacturer\"s specification and direction of the Engineer. (Support of tank on Brick/RCC/PCC will be paid under relevent items)
177	1000 litres capacity
178	SAND CAST IRON/ CAST SPUN SOIL,WASTE & VENT PIPE AND FITTINGS
179	Providing, laying and jointing in position sand cast iron/ cast iron spun soil, waste and vent pipe conforming to IS 1729 including all fittings like offsets, bends, teesetc. includinglead caulked joints 45 mm deep and fixing them on floors or vertically against walls by M.S. brackets or clamps so as to keep the pipes away from the wall. Rate to include scaffolding, water testing after laying the pipes and painting with two coats of paint of any colour such as chocolate grey, buff etc. over a coat of primer of approved quality all complete.
180	100mm dia
181	75mm dia
182	GULLY TRAP
183	Providing and fixing square mouth S.W. 100x100 mm size P type gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design with common burnt clay bricks of class designation 5.0
184	BRICK MASONRY MANHOLES
185	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard designincluding excavation,backfilling and disposal of surplus earth complete as per specifications, drawings and direction of Engineer-in-Charge.
186	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg with common burnt clay bricks of class designation 5.0
187	Extra for depth for manholes
188	GLAZED STONEWARE PIPES
189	Providing, laying and jointing glazed stone ware pipe class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 Cement : 1 Fine Sand) including embedding in PCC M-10, making haunches, necessary excavation, backfilling and testing of joints etc complete as per specification andupto 1.5m depth. (PCC shall be paid separately).
190	100 mm dia
191	150 mm dia
192	FLOOR TRAP
193	Providing and fixing PVC floor trap of self cleansing design conforming to IS specs with 100mm inlet, 75mm outlet and 150mm CP hinged heavy brass grating of 6mm thick with rim. Rate shall include making all necessary leak proof connections etc.
194	Providing and fixing PVC floor trap of self cleansing design conforming to IS specs with 100mm inlet, 100mm outlet and 150mm CP hinged heavy brass grating of 6mm thick with rim. Rate shall include making all necessary leak proof connections etc.
195	SEPTIC TANK
196	Providing and construction of septic tank in brick masonry with common burnt clay bricks of class designation 5.0 and base and top slabin RCC M25 complete in all respect as per scope of work, detailed construction drawings , technical specifications and directions of the Engineer-in-charge.
197	TYPE-I for 20 Users
198	Note:
199	Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement including CI vent, CI manhole cover, SW fittings, PVC coated rungs, brick, inserts, bolts covers, aggregates / sand fill conduits finishes in excavation and backfilling using strutting, bailing and pumping out water, masonry work, plastering, plumbing, sanitation, etc. with al bye works and sundry works. Scope of construction is from inlet chamber to outlet chamber. Over all depth of chamber may very as per site condition.
200	SOAK PIT
201	Making soak pit 2.0 m outside diameter anddepth of 2.35m with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 150 mm diameter, 1.8 m long complete as per standard design with common burnt clay bricks of class designation 5.0.
202	BORE WELL
203	Supply,laying,drilling and commissioning of G.I.Bore well of 150 mm diameter and up to 50 m depth including submersible pump with all accessories, panel, wiring and all other works required to make it operationalall complete in all respects as per scope of work and directions of the Engineer-in-charge.
204	Extra over and above for more than 50 M depth.
205	Note:
206	1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials including pipes, water meter, valves, boring, priming, cabling, pumps, clearing,earth work, etc. with all bye works and sundry works and consumables.
207	B. ARCHITECTURAL WORKS
208	FLOORING
209	Providing and laying kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
210	25 mm thick
211	Providing and laying mirror polished Kota stone slabs 12 mm thick in risers of steps, skirting, dado, pillars, external cladding laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
212	Extra for nosing in treads of steps of:
213	Kota stone slab
214	Providing and fixing 20mm thick polished granite/ kota stone of 300 mm wide of approved shades for window sills, coping, etc.& including 20mm thick mortar bed CM 1:4, curing, polishing of exposed surfaces and all bye works complete.
215	Granite
216	Kota
217	Providing and laying glazed/ matte finish ceramic tiles for Dado with a recycle content of 35-55% of Group - I classification, conforming to IS:13754 of approved colour at all levels and locations with necessary specials etc. using approved first quality tiles as shown in the drawing laid over and including minimum 12 mm thk. CM 1:3backing ortile fixing adhesive with volatile organic compounds not exceeding 65 g/lmixed to cement paste used for fixing the tiles, joints filled with white cement mixed with matching shade of pigment etc. at all leads and lifts,complete with all byeworks as per specification and direction of Engineer Incharge.
218	Size of tile 300 mm X 600 mm (approx.)
219	Providing and laying anti-skid MATTE FINISH ceramic tiles in flooring with a recycle content of 35-55% of Group - IV classification, conforming to IS:13754 and of approved colour at all levels and locations using approved first quality tiles in flooring of toilets, pantry etc. and as shown in the drawing laid over and including minimum 35 mm bed (CM 1:3) joints filled with white cement mixed with matching shade of pigment etc. at all leads and lifts, complete with all byeworks as per specification and direction of Engineer Incharge. Grooves to be filled with water proof grouting compounds.
220	Size of tile 30 cm X 30 cm (approx.)
221	Providing and laying Crazy ceramic tile flooring 300x300, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement , all complete as per direction of Engineer-in-charge.
222	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
223	40 mm thick with 20 mm nominal size stone aggregate
224	Providing & laying rectified Vitrified floor tile 1st quality of approved make in different sizes (thickness as per approved manufacturer’s detail) with water absorption\"s less than 0.08% and conforming to IS:15622 of approved quality,shade,rangeand pattern, using cementitious modified quick set tile adhesive, water based conforming to IS:15477 using 5kg adhesive per m2 area in average thickness of 3 mm, laid to proper level and joints pointed with tile jointing compound of approved make including curing, finishing and cleaning etc. complete as directed by the EIC. The measurements shall be based on laid area of floor and no extra payment shall be paid for wastage. The rates shall include cost of laying protective PVC sheets/ POP which shall keep the floor covered at all times till handing over of the site etc. complete. Item shall be inclusive of screed bed of minimum thickness 15mm in CM 1:4.
225	Size of Tile 600x600 minimum andminimum thickness 9 mm.
226	Providing and laying vitified floor tiles 1st quality of approved make (thickness as per approved manufacture’s detail but not less than 7 mm) matching / same as the size and colour of flooring in skirting, riser, dados and wall facing (lining) and pillars using cementitious modified quick set tile adhesive, water based conforming to IS:15477 using 5kg adhesive per m2 area in average thickness of 3 mm,of approved make,laid to proper level and joints pointed with tile jointing compound of approved make including finishing and cleaning etc. complete as directed by the EIC.
227	FINISHING
228	Providing 12 mm thick cement plaster 1:4 (1 cement : 4 sand) smooth finish with water proofing compound (to be paid under relevant items) as per architectural shapes marked in the drawings, at all depths and heights in one layer on internal faces of walls, pillars, projection, bands, cornices etc., including necessary dabbing, curing, scaffolding, providing chicken mesh at junctions of columns,beams etc.,complete at all heights as per specification and drawings.
229	Providing 15 mm thick cement plaster 1:4 (1 cement : 4 sand) as per architectural shapes marked in the drawings, at all depths and heights, providing chicken mesh at junctions of columns,beams etc.,complete at all heights as per specification with water proofing compound (to be paid under relevant items).
230	Providing 6 mm thick cement plaster 1:4 (1 cement : 4 sand) to ceiling of slabs, chajjas including drip course, bands, beams, columns, loft slabs, staircases, and any other location at all heights wherever required with all bye works dabbing, curing, scaffolding, including providing chicken mesh at junction of columns,beams etc.,complete at all heights and levels as per specification and drawings.
231	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections
232	Providing drip mould of size 20mm x 8mm over cement plastering of chajjas, roof projections etc. at all heights and levels in cement mortar 1:3, hacking, curing, scaffolding etc at all heights and lifts, all complete as per specifications and instructions of the Engineer Incharge.
233	Forming groove of uniform size from 10x10mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-Charge.
234	Providing and applying two coats of Expa Cool Premium Exterior Emulsion from British paints (Certified Green building product) or Exterior emulsion paint(Eco friendly paint with low Volatile Organic Compounds) of Asian paints or equivalent makeof approved brand over a coat of approved primer consisting of volatile organic compounds less than 250g/L, at all heights and levels, including surface preparation, scaffolding at all locations and heights with all byeworks complete as per manufacturer\"s specification and direction of the Engineer Incharge.
235	Providing and applyingtwo coats of acrylic oil bound washable distemper- Eco friendly paint with low Volatile Organic Compounds ( not exceeding 50 g/L ) over ceiling, of approved shade & make over one coat of approved cement primer consisting of volatile organic compounds less than 250g/L as perspecifications and as directed by Engineer Incharge etc. complete.
236	Providing and applying wallcare Putty on plastered surfaces on internal walls for smooth and dry surface essential for painting, after removing all loosely adhering material from the wall surface. The substrate should be clean, free from dust, grease and loose materials. Dry and absorbent surfaces should be moistened with sufficient quantity of clean water. Apply the first coat on already moistened wall surface from bottom to upward direction uniformly. After drying of first coat of putty just rub the surface gently with west sponge or rub the surface very gently with the putty blade in order to remove the loose particles. Allow the surface to dry for atleast 3 hours and then apply second coat of putty. Leave the surface to dry completely. After drying of second coat remove marks if any with the help of moist sponge or rub the surface very gently with the putty blade. Leave the surface to dry preferably for overnight.The total thickness of the coats should be limited to maximum 1.5mm.
237	STONE WORK
238	Providing and fixing 18 mm thick granite stone slab of approved shade, table rubbed, edges rounded and polished of size 75x50 cm deep and 1.8 cm thick fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.
239	STEEL WORK
240	Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia. 140 mm, 73mm height, top lid of 1.5mm thick MS sheet with its top surface hacked for proper bonding, top lid shall be screwed into the Cast Iron/ MS sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
241	Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.as required.
242	In gratings, frames, guard bar, ladders, brackets,gates, grill door and similar works.
243	Providing and fixing 2mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.
244	Using M.S. angels 40x40x6 mm for diagonal braces.
245	Supplying and fixing mechanically operated rolling shutters/ rolling grills of approved make operable from inside and outside conforming to IS : 6248, made of 80x1.25mm size M.S. laths with 1.25 mm thick top cover, 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, M.S. top cover of required thickness for rolling shutters, with approved quality red oxide zinc primer and two coats of synthetic enamel paint of approved make (ICI or equivalent), making good all damaged surfaces, complete with all byeworks as per drawing, specification and instruction of engineer, in general conforming to IS : 248.
246	Mechanically operated rolling shutters
247	ALUMINIUM WORK
248	Providing & fixing in position aluminium doors, windows, ventilators, louvres, fixed glazing, sliding/composite windows, aluminium rough groundetc. with extruded & integral colour powder coating with minimum 60 microns, Aluminium sections, Powder coated Aluminium beadings,Powder coated Aluminium profile panel sheets, manufactured torelevant I.S. codes & using minimum 2mm thick (or as specified) heavy sections from environmentally compatible products containing minimum of 15 to 25 % of recycled content and shall be manufactured within 500 kms from project site from approved make including cost of providing required no. of heavy duty stainless steel butt hinges, pivots, approved door and windows handles, EPDM Gasket, PVC/Neoprene Gasket Lining, Stainless steel screws, mastic filling, weather strips, tower bolts,nuts, washers, rollers etc. as required and as per drawing etc. all complete at all heights and as directed by the Engineer-in-Charge. The rate shall also include giving a coat of bitumastic paint on the aluminium surfaces in contact with masonry / concrete and closing the gaps around the frame and the adjoining surface with approved silicone sealant with volatile organic compounds content less than 250 g/l on both faces to achieve watertightness. All fitting shall be of matching colour powder coated aluminium sections. All doors,windows & ventilators shall havefloat glass of the following specifications SHGC - 0.25 to 0.3, U Value 3.8W/sqm-k or less,of approved makeor / double side prelaminated paritcle board flat pressed three layer or graded wood particle board bonded with BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS: 12823 Grade l Type ll, in panelling( for doors) as per design
249	Casement windows, single or composite units and ventilators with 5.5 mm thick float / frosted glass, frame size of 44mm x 46mm x 1.1mm, weight 0.522 kg/m min. amd middle frame (horizontal & vertical) 59mm x 38mm x 1.4mm, weight 0.729 kg/m min(approx.), as per approved drawing and as per approved manufacturer’s detail.
250	Fixed portion
251	Openable portion, section size 44mm x 46mm x 1.4 mm, weight 0.575 kg/m min. as per approved drawing and as per approved manufacturer’s specification.
252	Composite sliding windows with fixed and openable portion, fixed to frame size min. 101.6mm X 44.45mm x 2.01mm, weight 1.605 kg/m (approx.) and 63.5mm x 38.1mm x 1.5mm, weight 0.861 kg/m min. as per requirement. Sliding shutters fixed to frame size 92mm X 31.75mm x 1.5mm min. & weight 1.060 kg/m min and 61.85mm x 31.75mm x 1.5mm, wt. 0.784 kg/m min as per requirement. Shutter side, bottom and interlock shall be 40mm x 18mm x 1.55mm wt. 0547kg/m min., as per approved drawing and as per approved manufacturer’s detail. Frame for grill shall be 63.5mm x 38.1mm x 2mm & wt. 1.054kg/m. Windows shall have 5.5 mm thick float glass.The sliding fittings/ accessories shall be deraiilng wheels with Nylon brackets with SS pin – 2 Nos. per shutter. The lock handle, safety plates, nylon antilift and joinery shall be as per specification.
253	Doors with 8.0mm minimum thick float glass panels/ aluminium louvre with wire mesh/ double side prelaminated paritcle board flat pressed three layer or graded wood particle board bonded with BWP type synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS: 12823 Grade l Type ll, in panelling fixed with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of E-I/C with decorative lamination on both sides of approved make; frames of size 101.6mm x 44.45mm x3.18mm minimum, weight 2.541 kg/m min(approx.).
254	Openable portion, section size 85.00mm x 44.45mm x 3.00mm weight 2.050 kg/m min.(approx.) for shutter vertical and top, 114.3mm x 44.5 x 3.18mm weight 2.646 kg/m min. for shutter bottom and 83.5mm x 44.5mm x 3.18mm weight 2.145 kg/m min. for shutter middle.
255	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer of approved brand and manufacturer (door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
256	Providing and fixing aluminium grills of approved make of approved design made up of 10 mm dia aluminium rod andmaximum size of opening (diagonal/ hexagonal/ circular) 100 mm x 100 mm internal, and specification as per manufacturer\"s detail
257	FALSE CEILING
258	Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and naturalfiller false ceiling tiles of Size 595X595 mm of approved texture, design and patterns having NRC (Noise Reduction Coefficient) of of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum), non combustible as per BS:476 (part-4), fire performance as perBS:476 (part-6 & 7), humidity resistance of 100%, thermal conductivity <0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on inter-locking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40mm thick on Silhouette profile, rotary stiched double webbed white with 6mm reveal profile (white/black), comprising of main -T runners of size 15x42mm of length 3000mm, cross-T of size 15x42mm of length 1200mm and secondary intermediate cross-T of size 15x42mm of length 600mm to form grid module of size 600x600mm, suspended from ceiling using galvanised mild steel items (galvanised @ 80 grams per sqm) i.e. 50mm long, 8mm outer diameter M-6 dash fasteners, 6mm dia fully threaded hanger rod upto 1000mm length and L-shape level adjuster of size 85x25x2mm. Galvanised iron perimeter wall angle of size 22x19x0.40mm of length 3000mm to be fixed on periphery wall/ partition with the help of plastic rawl plugs at 450mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. With 15mm thick integral densified micro edge light weight calcium silicate false ceiling tiles.
259	PVC WORK
260	Providing and fixing factory made door frame (single rebate) made out of single piece extruded solidPVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement , including fixingthe frame to wall with suitable dia & length anchor fastener as per manufacturer\"s specification and direction of Engineer-in-charge.
261	Providing and fixing factory made 30 mm thick non decorative finish door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8 mm complete as per manufacturer\"s specifications and direction of Engineer-in-charge.
262	MISCELLANEOUS
263	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 (Single socketed pipes). 110 mm diameter
264	Providing and applying Acrylic base flexible liquid applied Membrane system of approved make (THERMOSHIELD of CHRYSO or equivalent) for roof insulation and waterproofing. The method of application shall include surface preparation and rectifying depression / honey-comb (if any) in the surface using CHRYSO ARMOURCRETE mortar or equivalent ( 1part CHRYSO ARMOURCRETE, 2part cement, 4 part medium washed sand) and leaving it for at least 24 hours. Then all open cracks are to be filled CHRYSO PROOF ACRYLIC PRIMER or equivalent followed by a coat of CHRYSO PROOF ACRYLIC or equivalent along the crack line and leave it to dry for overnight. This shall be followed by application of CHRYSO PROOF ACRYLIC PRIMER or equivalent over the entire surface. After the application, primer coat it is allowed to reach touch dry for 2-3 hours. ThenCHRYSO THERMOSHIELD (or equivalent) shall be applied in 2 coats with a gap of approx. 4-5 hours. All works shall be carried out as per specifications and manufacturer\"s instructions including all byeworks and at all heights and levels and also as per the directions of the Engineer Incharge.
265	SANITARY INSTALLATIONS
266	Providing and fixing vitreous chinaware white/ colour extended wall hung European water closet all complete with C.P. bolts & nuts with C.P. hinges, rubber buffers etc. complete in all respects. Cat No. CNS-WHT-353S with PP soft close seat cover, Hinges, Accessories Set of Jaquar or equivalent + Cistern with fittings - Cat No. CNS-WHT-203 of Jaquar or equivalent.
267	Providing & fixing C.P. brass health faucet : Jaquar cat no. ALD-CHR-583 or equivalent
268	Providing & fixing vitreous china ware white/ colour under counter wash basinwith Cp brass waste, Cat No. CNS-WHT-705 of Jaquar or equivalent and pillar cock Cat No. KUP-CHR-35001PM of Jaquar or equivalent, complete in all respect.
269	Providing and fixing white vitreous china semi-pedestal type wash basin Cat. no. CNS-WHT-801 and pillar cock Cat No. KUP-CHR-35001PM of Jaquar or equivalent,complete in all respect completely recessed at the back for the reception of pipes and fittings all complete
270	Providing and fixing white vitreous china flat back half stall urinalwith 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 wherever required : Jaquar cat no. URS-WHT-13259 or equivalent.
271	5.5 mm thick float glass frameless mirror fixed with stainless steel studs, all complete
272	Providing and fixing glass shelf of Jaquar cat. no. ACN-CHR-1171N or equivalent, complete with all respect.
273	Providing and fixing toilet paper holder : Jaquar cat. no. ACN-CHR-1151N or equivalent
274	Providing and fixing soap dish (brass) of Jaquar cat no. ACN-CHR-1131N or equivalent
275	Providing and fixing liquid soap dispenser with glass body of Jaquar Cat No. ACN-CHR-1135 N or equivalent complete with all respect.
276	Providing and fixing C.P. brass bib cock conforming to IS : 8931 15mm nominal bore
277	Jaquar cat. no. KUP-CHR-35037PM or equivalent
278	Two in one bib cock, Jaquar cat. no. KUP-CHR-35041PM or equivalent
279	Providing and fixing C.P. brass concealed stop cock Jaquar cat. no. CQT-CHR-23083 or equivalent
280	Providing and fixing CP brass twin coat hook/ robe hook in position - Jaquar cat. no. AQN-CHR-7761 or equivalent
281	Providing and fixing CP Brass Waste Coupling for wash basin and sink, of JAQUAR Cat No. ALD-CHR-705 or equivalent
282	Providing and fixing CP brass Bottle Trap for Wash basin and sink of Jaquar Cat No. ALD-CHR-769L300x190 or equivalent
283	Providing and fixing CP brass towel rail 450mm long of Jaquar cat. no. ACN-CHR-1111BNM or equivalent
284	LANDSCAPING
285	SHRUB PLANTATIONDigging of beds of required size and 60 cms.depth in any type of soil. Refilling the pits after deweeding, with a mixture of good earth and cow dung organic manure in the ratio of 3:1 (Three part of good earth and one part of organic manure). Flooding the bed with water so that the earth and manure mixture settles down in pits. Supply and plantation of approved shrub species sapling of good quality, disease free, healthy, fully estabilished 1-2 year oil with well developed root system in the centre of pit, with a clear minimum height of 1 feet after plantation and spacing 1.5 feet.Maintaining & watering for 06 months regularaly as the minimum guarantee period, all complete including supplying & mixing of good earth & manure. Healthy properly grown shrubs(atleast 3 months old after planting at site) should be provided during handover on completion of the project.(Varietles : Approved local equivalent species).
286	HEDGE PLANTATIONDigging of trenches of size 60 cms x 45 cms x running mts length in all type of soil. Rest all the item are same as that of Shrub plantation except that the minimum 07 number of hedge sapling be planted per running metre (Varietles : Approved local equivalent species).
287	C.STEEL STRUCTURALWORKS
288	Supply, fabrication and erection of steel Structures: Prepartion of fabrication drawings including bill of materials, getting approval from consultant including supply of factory fabricated steel structures such as columns, column bracings, rafters, roof bracings, struts, roof purlins, side runners, sag angles/rods, monorail beams,ladders, handrailing, chequred plate, etc to complete the works including surface preparation by blasting confirming to Swedish Standard SA 2½ for painting, including supply and application of 1st coat of Inorganic Zinc Silicate75 microns DFT, 2nd coat of Intermediateof EpoxyHigh Build Micaceous Iron Oxide (MIO) 100 microns DFT, 3rd coat Finishing paint of Acrylic Polyurethane 40 microns DFT and 4th coat Finishing Paint of Acrylic Polyurethane 40 microns DFT (Total DFT=255 microns minimum) of approved colour. Finishing coat shall be applied one before erection and one coat after erection, including loading, transportation and unloading delivery at erection site, of all fabricated structures, storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and bolting of all structures true to line, level, plumb and dimension. All connections shall be bolted type. The work shall be completed in all respect as per drawings, technical specification and direction of the Engineer-in-Charge. (The cost & weight of high strength GI & MS bolts and nuts (permanent and service), washers, electrodes, putty, gases, shims, packs, cost of straightening the raw materials, Built up section at any shape, cutting of flats from plates and providing splices, paints, tools, plants, testing of materials, etc and all other consumables as required for the work shall be deemed to be included in the quoted rates.)
289	Supply and erection of Zincalume high tensile colour coated sheet on roof and sides:Preparation of sheeting drawings, bill of materials, getting approval of all design calculation & drawings from consultant, including supply of 0.5mm TCT zincalume high tensile colour coated steel sheets (fy=550MPa) conforming to IS:15961 having trapezoidal profile with a cover width of 930-1020 mm and 28-32 mm deep crest at pitch of 186-250mmc/c with minimum two ribs at centre for stiffening, with zincalume coating 150gsm. The sheet shall have a total coating thickness of 35 micron,super durable polyester colorbond XRW quality paint system of 20 microns on exposed surface and 5 micron reverse polyester coat on back surface over 5 micron primer coat on both side surface as per IS:15965. The paint system should have stable resin & inorganic pigments for paint durability and lead free for water harvesting. The sheet shall have anti-capillary groove to avoid any seepage of water through lateral over lap, compatible flashing, trims, ridge panel, curved panel, canopy soffit closure, canopy gutter, down take pipe, closers fittings and fixtures, accessories, sealing tape etc, warehouse Gutter and canopy gutter shall be made out of same material as sheeting, including transportation and delivery at site, storage and handling at site, cutting and bending of sheets to required shapes and sizes and erecting them on roof and sides using self-drilling, self-tapping fasteners which shall be hot dip galvanized with Xylon coated with EPDM Seals conforming to AS: 3566 class 3 with colour coated to match sheet panel at proper position. Roof sheet shall be laid in combination of colours as per approved colours scheme. The sheet shall have brand marking of the manufacture giving product details on the back of the sheet at regular interval confirmimg genuinity of the material. All works shall be completed in all respect as per specification, scope and description of works and as per direction of the Engineer-In-Charge. Mode of measurement shall be total covering area of sheeting. Lapping of sheets, ridges and flashes shall not be paid extra. (Only net laid area to be measured for payment)
290	Supply and erection of polycarbonate sheets on roof and sides: Preparation of sheeting drawings, bill of materials, getting approval from consultant, including supply of 3 mm thick polycarbonate sheets as per IS:14443 of profile matching with roof and side sheeting as per item no ST-2 above with fittings and fixtures, water tight sealant, including GI welded wire mesh of 40x40x2 mm on the underside of polycarbonate sheets, Sheet shall be fixed by using self-drilling, self-tapping fasteners with cyclone washerswhich shall be hot dip galvanized with Xylon coated with EPDM Seals conforming to AS: 3566 class 3 includingtransportation and delivery at site unloading, storage and handling at site cutting and bending of sheets to required shapes and sizes, including erecting them on roof and sides at proper positions, all work shall be completed in all respect as per specification, scope and description of work and drawings and as per direction of the Engineer-In-Charge (only net laid area to be measured for payment).
291	Supply, fabrication and erection of Turbo VentPreparation of drawings, bill of materials, getting approvalfrom consultant, including supply, fabrication of Turbo vent 600 mm diameter as per approved data sheet enclosed as Annexure-G of TS on roof including fixtures and fitting of the turbo vent on a 3mm FRP base with gel coating with profile matching of roof sheeting, including fittings and fixtures water tight sealant,Sheet shall be fixed by using self-drilling, self-tapping fasteners with cyclone washers which shall be hot dip galvanized with Xylon coated with EPDM Seals conforming to AS: 3566 class 3 including transportation and delivery at site, unloading, storage and handling at site, cutting to required shapes and sizes and erecting them on roof at proper position as per drawings, all works shall be completed in all respect as per specification, scope and description of works, drawings and as per direction of the Engineer-In-Charge.
292	Supply, fabrication and erection of steel Gates:Supply, fabrication and fixing in position of steel entrance gate including supply of raw materials, transportation and delivery at site, unloading, storage and handling at site, site assembly and finally erectionat appropriate locations of double and single leaf MS Gates shall be fabricated out of hollow pipes, MS flat and MS Sheet etc, including all fixtures like MS Pivot, locking arrangement, MS tower bolts, gate stopper, hold fast, MS wheel with ball bearing , MS tee bend to shape and embedded in the road surface for gate opening track, etc.including surface preparation by sandblasting confirming to Swedish StandardSA 2½ for painting, supply and application of 1st coat of Inorganic Zinc Silicate 75 microns DFT, 2nd coat of Intermediate of Epoxy High Build Micaceous Iron Oxide (MIO) 100 microns DFT,3rd coat Finishing paint of Acrylic Polyurethane 40 microns DFT and 4th coat finishing Paint of Acrylic Polyurethane 40 microns DFT (Total DFT=255 microns minimum) of approved colour. The work shall be completed in all respect as per drawings and technical specification and direction of the Engineer-in-Charge.
293	D. ELECTRICAL WORKS
294	ELECTRICAL ITEMS (Supply, erection, Laying, Testing & Commissioning)
295	Design, engineering, manufacture, shop testing, Supply, installation, testing and commissioningincludingpacking and forwarding, transportation, delivery at storage of power distribution board (PDB) and Lighting Distribution Board (LDB) :
296	415 V, 36 KA single front Outdoor type, weatherproof (IP-55), StructuremountedPDB to receive input power from transformer consisting ofAl bus bar, bus bar chamber, cable alley,complete with wiring, indication lamp, ammeter, voltmeter, MFM (Multi Function Meter) with ethernet etc including all labour and materials with operating mechanism, all accessories, mandatory spares as per data sheet, auxiliaries of PDB etc complete in all respects as per SLD no. MEC/23VM/05/E9/E/1081/PDB & as per standard Specification MEC/TS/05/E9/11
297	Single In-comer of 125 Amp (with Single phase preventer ) 4P MCCB (with Micro processor based O/C,S/C & E/F RELEASE WITH LSIG & SHUNT TRIP).
298	Outgoing with 03 nos. 63 Amp TPN MCCB(with TM based O/C,S/C & E/F RELASE)
299	Outgoing with 01 nos. 32 Amp TPN MCCB (with TM based O/C,S/C & E/F RELASE)
300	Outgoing with fuse 4 Nos 20 Amp TPN MCB & 4 Nos. DP MCB 16 Amp
301	Supply, installation, testing and commissioning of Outdoor type dust & weather proof sheet steel (2 mm thick) enclosed MCCB of following rating for mounting on wall or pedestal. 150A, 415V, 4 PoleAC-23 duty MCCB, RYB LED indication lamps, Volt meter & Ammeter and suitable for termination of 3.5 x 95 sq.mm A2XFY cable on incomer terminals andoutgoing terminals.
302	DISTRIBUTION BOARDS
303	Design, engineering, manufacture, shop testing, supply includingpacking and forwarding, transportation, delivery at storage & site, erection testing and commissioning of 415V/240V lighting/power panels, Structure mounting type in weather/flame proof (with hinged cover) sheet steel enclosure of approved make having 4 Pole MCCB(LSIG)/RCCB (MCB + ELCB) as incoming andSP/DP/TP MCB (9KA type) for out going circuit complete with wiring,indication lamp, ammeter etc including all labour and materials including Civil works, as per specification and the direction of Engineer-in-charge.
304	Outdoor type, weatherproof (IP-55), StructuremountedLighting Panel (LDB) for Shed & Outdoor Lighting consisting with incoming and outgoing feeders as perSLD no. MEC/23VM/05/E9/E/1081/LDB consisting of 63 Amp (100mA sensitivity) 4 Pole RCCBas incomer and 12 nos. 20A TPN MCBs,06 nos. 16A TPN MCBs as out goings complete with Contactor(4P ,63A Contactor with 24Hrs timer), timer, A/M switch, PB with timer and 5 Nos. 20 Amp TPN MCB, 2 Nos. 16A TPN MCB are without timer etc indication lamp. complete with wiring, indication lamp, ammeter, including all labour and materials with operating mechanism, all accessories, etc.
305	Outdoor type, weatherproof (IP-55), StructuremountedDistribution Panel (ACDB) for inverter power distribution consisting of 63A DP MCB as incomer and 5 Nos. 40A DP MCB as outgoings, complete with wiring, indication lamp, ammeter, including all labour and materials with operating mechanism, all accessories, etc.
306	Design, engineering,Supply, installation, testing and commissioning includingpacking and forwarding, transportation, delivery at storage, of the complete earthing and lightning protection system, earth electrodes/ pit, earth main ring, earthing of electrical equipments, instrument panels, field instruments, process equipments and pipes/ flanges including all associated civil work with all material (Like Bitumen coating) and labour as per specification no. MEC/TS/05/E9/26 and drawings approved by the company in with IS 3043.
307	Earth Pits- GI PIPE Electrode with 6 mm thick chequered plate cover
308	GI Strip (50X6) mm
309	GI Strip (25X3) mm
310	Flexible Green wire 10sqmm along with lugs & hardware etc
311	Design, engineering,Supply, Laying, Termination, testing and commissioning includingpacking and forwarding, transportation, delivery at storage, of the 1.1kV grade XLPE insulated, PVC sheathed, FRLS power and control cables (conforming to IS:7098 and specification No. MEC/TS/05/E9/24) of following sizes in trenches/ excavated under ground trench /trays, pulling through pipes and its proper sealing, cutting of paved area, roads etc as required including required size of cable glands(Brass) and Lugs etc.
312	3.5 x 95 mm2 A2XFY
313	4 x 10 mm2 2XWY
314	4 x 6mm2 2XWY
315	3 x 2.5 mm2 2XWY
316	Supply of Wiring for main/ submain with 4 x 6 sq.mm FR PVC insulated copper conductor single core cable/ wire in PVC conduit in recess/ trench as required.
317	Supply of Wiring for main/ submain with 4 x 4 sq.mm FR PVC insulated copper conductor single core cable/ wire in PVC conduit in recess/ trench as required
318	Design, engineering,Supply, installation, testing and commissioning includingpacking and forwarding, transportation, delivery at storageof lighting fixtures complete with mounting bracket, flame proof/non flame proof (Wheather proof), control gear box as per the type of fixture, lamps etc. including civil work with pipe inserts for cables and connecting work, with all material and labour as per specifications no. MEC/TS/05/E9/23, drawings and instruction of Engineer-in-charge.Work to be completed in all respects.
319	Street lighting, integral Non flame proof well glass fixturewith 80 W LED luminaire with control gear Model no. FLPW-1095 of Baliga make or equivalent) and Power cable from control gear box/JB to fixtures shall be in this scope.
320	Integral Non Flame proof Flood Light fixture suitable on structure mounting of 120 W LED luminaire wheather proofCG make or equivalent)
321	Street lighting pole 6mtr high GI octagonal pole (Type BOP-6030 of Bajaj make or equivalent) complete with bracket (double/ single), GI clamps, Cable glands, weather proof (IP-55) junction boxes (4 way) as per standard drawing (MEC/SD/05/E9/77/04) & specification (MEC/TS/05/E9/077B).
322	Supply, installation, testing and commissioning includingpacking and forwarding, transportation, delivery at storage of 2500VA pure sine wave Inverter system with 2x150Ah Battery backup, completely maintenance free lead-acid battery for critical lighting in control room building & outdoor area (Make Inverter: Su-Kam, Genius, Microtek, Battery: Exide, Amaraja).
323	Supply, installation, testing and commissioning of following items as per details in construction drawing & specification including cabling in Cable trays, mounting on structure with all the necessary angles & supports:
324	Supply, installation, testing & commissioning of heavy duty Wall mounted fans, 750mm sweep, Air Delivery 370 m.cu/min, maximum 250watts, not less than 1440 rpm, 90 degree rotation, single phase 230V AC, inherent regulator etc. complete in all respect as specified in the technical specification.
325	Supply and installation of electric heavy duty exhaust fan of sweep 450 mm, 240 Volts, minimum 950 rpm, totally enclosed split phase start, induction run, rated for continuous duty, with louvers shutter etc. completely wired, along with nut bolt and washer for fixing in wall, plastering & making good disturbed surfaces etc.complete in all respect, as perIS 2312: 1967 as specified in the technical specification.
326	Supply, installation, testing & commissioning ofHigh bayLuminaire, suitable for 90 W LED (IP65) LED type light fixture, Integral Electronic Control Gear for LED Module withlamp,Clear polyester cover, High purity aluminum mirrors, chemically anodized for maximum protection, making connections, termination suitable for 3x2.5 Cu. cable , internal wiring with 3 way Junction Box and other accessories complete in all respect, earthing etc. complete as required & as specified in the technical specification. Type - CG Make-Model No. CIP-320-100-57-90D-HL4-GL-NSR or equivalent in approved make.
327	Welding Socket
328	Supply, installation, testing & commissioning of Industrial type 63 A, 415 V, 5 pin heavy duty switch socket outlets with 63 A TPN MCB, along with 5 pin 63 amps plug mounted in MS painted box housing, suitable for surface mounting, with internal wiring, complete in all respects as specified in the technical specification.
329	Supply, installation, testing and commissioning of following sizes of HDPE Pipein required length ,supply of clamps, small iron structures, spacersplugs, sealent etc. and materials complete as per approved drawingsand directions of Engineer-In-Charge.
330	50 mm NB
331	100 mm NB
332	Supply, installation and commissioning of following Hot Dip Galvanized Ladder/Perforated Typecable trays (as per IS 2629) including bends, tee, crosses,horizontal and vertical splices along with cable tray cover(Wherever required for Asthetic look ) etc. as required including supply of all G.I hardwares, all labour and material as required as per standard drawings, specification and direction ofEngineer-in-charge
333	Perforated type, made from 50mm height and 2.5 mm thick sheet steel & galvanized (86 microns) of following sizes.
334	50mm wide
335	100mm wide
336	Erection Material
337	Supply,welding and commissioning of MS base frame support for switch gear and bracket for misc. electrical equipment,cable tray support, structural support of light fixtures, out of roled MS section,pipes,plates etc including welding, bolting, reveting, supply of necessary anchor bolts and grouting etc supply of paints applying one coat of anti rust primer two finish coats of approved synthetic enamel paints including bracking walls, floors etc for structure as required including supply of all GI hardware materials including all labour and materials complete as required and the direction of Engineer-in-charge.
338	Supply,cutting and pasting ofInsulating Mats 11kV grade (as per IS:15652 - 2006) of 1000mm width, required for maintenance of electrical equipment in substation as required including cutting to required shape in running length and including all labour and materials etc. complete and as per directions of Engineer-In-Charge as per applicable Indian or International standards and Indian Electricity Rules.
339	Supply of point wiring as per details in construction drawing & specificationincludesPVC conduits in ceiling, complete wiring including flexible wire (FR PVC), switch boxes & switches (ANCHOR ROMA make or equivalent), Multi strand Flexible HR PVC insulated copper conductor wires/cables for following items-
340	Light Point
341	Surface/ recess mounted LED light fixrure with LED lamp (type LCTL-36 -CDL of CG make or equivalent).
342	Surface/ recess mounted LED light fixrure with LED lamp (type LCTL-18 -CDL of CG make or equivalent).
343	Exhaust fan (Industrial type 300/450 mm) with louvers,950 rpm,55watt with flap.
344	Socket outlet (5/15 Amp combination) of ANCHOR ROMA make or equivalent
345	Wall mounted fan with electronic regulator ( Energy efficent, 50W,) etc complete in all respect for wall mounting
346	Wall mounted fixture above Mirror/Wash basin of 10/15W LED etc complete in all respect.
347	SUPPLY INSTALLATION , TESTING AND COMMISSIONING OF DISTRIBUTION TRANSFORMER
348	Supply, installation, testing and commissioningincludingpacking and forwarding, transportation, delivery at storageto site of 11 kv/433 V outdoor type,3Ph,50Hz, Copper wound, Dyn11, ONAN distribution transformer complete with all accessories as per REC specification 11/1976 and/or IS 2026/1180. and latest amendments there of and first oil filled. Termination arrangement for HV side : HT bushing & LV side Cable end box/Terminal box of following rating (Make of Transformershall be approved from State Electricity Board/MECON.)
349	25 KVA
350	Supply,installation, testing and commissioningof all the items listed at (Sl. No. 17.1)all miscellaneous materials etc as required to complete the HT & LT installation as per the tender. (All electrical equipments shall be approved from State Electricity Board/MECON.)
351	Double pole Structure with MS joist ISMB 200 x 100 mm, 9 m long complete with 100 x 50 mm MS channels of required length and size ;11 kV3 Ph. horizontal Gang operated Air Break switch, DO fuse, lightning arrestors(LA) of suitable ampere rating;pin insulators, disc insulators, operating rod, handle, locking arrangement, copper wire for jumper connection, stay set complete with all accessories etc as required inclusive of paint (two coats of primer & twocoats of final aluminum paint) and concrete foundation.
352	Supply, laying, testing and commissioning of 11 kV, ACSR weasel conductorinsulator as required for stringing between State Electricity Board Double pole and consumer double pole structures.
353	Chain link fencing of (height 2.5 m) for the sub station area with ISA 50 x 50 x 6 mm angle and 4 mm thick welded wire mesh and 1 no. gate ( 3x3 mtr.) complete with all material, welding and labour etc(20 mtrs/set) including civil works etc in all respect.
354	40 mm blue granite metal for spreading in the fenced area .
355	9m long RCC poles with cross arm,insulators, stay set complete with all accessories including Civil Works etc
356	Supply, installation, testing & commissioning of 3Phase Energy meter along with CTs(if required),MS enclosure mounting on structure etc shall be complete in all respect.
357	All works relating to statutory approvals of the installation from competent authority like Electrical Inspectorate, CEA, DGMS, SEB etc. including carrying out of all required modifications in design / Manufacturer / Installation to meet the requirement of Indian Electricity rules and other statutory regulations in force, carrying out necessary paper work and liasion with the authorities to obtain all necessary clearances for charging of installation as per relevant national standards. However the official fees towards the approvals shall be reimbursed by the client.
358	E.MECHANICALWORKS
359	Supply, erection & commissioning of Firefighting Equipment as per technical specification
360	Supply of 9kg Dry Chemical Powder (DCP) filled fire extinguisher
361	Supply of 9kg Clean Agent filled fire extinguisher
362	Supply of 6.8kg Carbon Dioxide filled fire extinguisher
363	Sand Buckets (4 Nos. on each strand)
364	Total Amountexcluding GST
365	GST (CGST & SGST / UTGST or IGST) of Net Total Amount mentioned at Sl. No.364 above. (Enter rate of applicable GST without suffixing % symbol). Presently GST @ 18% is applicable.

Also Visit

Tenders

Assam Tenders

Construction Tenders

Building Construction Tenders

Godown Tenders

Disclaimer

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

Top

Tender For Construction Of Warehouses & Associated Facilities At Bonda, Guwahati., Guwahati-Assam

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Construction Of Warehouses & Associated Facilities At Bonda, Guwahati., Guwahati-Assam

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us