Tender For Proposed Construction And Integrated Development Of Darshan Path Tappa-2 For Darshan Path-2, Ghat Shahi Marg And Shivdarshan Path At Trimbakeshwar, Dist. Nashik For Nashik Trimbakeshwar Sinhastha Kumbhmela. (Including Electrical Work), Nashik-Maharashtra

TDR : 55264945

Tender Notice
BOQ

15 Days Left

Nashik , Maharashtra

Tender Brief : Tender For Proposed Construction And Integrated Development Of Darshan Path Tappa-2 For Darshan Path-2, Ghat Shahi Marg And Shivdarshan Path At Trimbakeshwar, Dist. Nashik For Nashik Trimbakeshwar Sinhastha Kumbhmela. (Including Electrical Work)

Document Fees
₹ 11800 /-

EMD
₹ 20095900.0 /-

Tender Value
₹ 200.95 Crore /-

Submission Date
13-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	Civil Work Portion
2	Cutting down trees including trunks and branches with girths above 30 cm. to 60 cm. and stacking the material neatly with all lifts and lead of 1000 m as directed and earth filling in the depression/pit if any.
3	Cutting down trees including trunks and branches with girths above 60cm to 90cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any.
4	Cutting down trees including trunks and branches with girths above 90 cm. to 180 cm. and stacking the material neatly with all lifts and lead of 1000 m as directed and earth filling in the depression/pit if any.
5	Dismantling brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts, complete.
6	Dismantling stone masonry in lime or cement mortar including stacking the materials as directed with all leads, lifts complete
7	Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts complete.
8	Dismantling the R.C.C. work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed.
9	Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift upto 1.5 metre) by Mechanical Means..
10	Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift upto 1.50 m) by Mechanical Means..
11	Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting, dewatering etc. complete (lift upto 1.5 m) by Mechanical Means.
12	Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift from 1.5 metre to 3.0 metre) by Mechanical Means..
13	Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift from 1.5 to 3.0 m.) by Mechanical Means.
14	Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 meters beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/ murum, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift from 1.5 metre to 3.0 metre) by Mechanical Means.
15	Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (Prior approval of Superintending Engineer will be necessary)
16	Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper.
17	Filling in plinth and floors with approved excavated materials in 15 cm to 20 cm layers including watering & compaction complete.
18	Filling in plinth and floors with contractors soil. Sand or murum materials in 15 cm to 20 cm layers including watering & compaction complete.
19	Providing dry trap rubble stone soling 15cm to 20cm thick including hand packing and compacting complete.
20	Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade).
21	Providing and laying Cast in situ/ Ready Mix cement concrete in M-15 of trap/ granite/ quartzite/ gneiss metal for steps including steel centering, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade).
22	Providing and laying in situ/ Ready Mix cement concrete M-25 of trap/ granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, laying/ pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided, (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade).
23	Providing and laying in situ/ Ready Mix cement concrete M-30 of trap/ granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, formwork, laying/ pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided, (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade).
24	Providing and laying cast in situ/ Ready Mix cement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/ pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade). (Ground Level)
25	Providing and laying cast in situ/ Ready Mix cement concrete M-30 of trap/ granite/ quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/ pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade)._Ground Floor
26	Providing and laying cast in situ/ Ready Mix cement concrete M-30 of trap/ granite/ quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks, laying/ pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade). _First Floor
27	Providing and laying Cast in situ/ Ready Mix cement concrete Mix-25 of trap/ granite/quartzite/ gneiss metal for Reinforced Cement Concrete Beams and Lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/ pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel), with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade). _Ground Floor
28	Providing and laying Cast in situ/ Ready Mix cement concrete M-30 of trap/ granite/quartzite/ gneiss metal for R.C.C. Beams and Lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/ pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel), with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade). _Ground Floor
29	Providing and laying Cast in situ/ Ready Mix cement concrete M-30 of trap/ granite/quartzite/ gneiss metal for R.C.C. Beams and Lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks, laying/ pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel), with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete with fine aggregate (Crushed sand V.S.I. Grade). _First Floor
30	Providing and laying Cast in situ/ Ready Mix cement concrete Mix-25 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete Slabs and Landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/ pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). ( Ground Floor )
31	Providing and laying Cast in situ/ Ready Mix cement concrete Mix-25 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete Slabs and Landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/ pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). ( First Floor )
32	Providing and laying Cast in situ/ Ready Mix cement concrete Mix-30 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete Slabs and Landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/ pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). ( Ground Floor )
33	Providing and laying Cast in situ/ Ready Mix cement concrete M-30 of trap/ granite/ quartzite/ gneiss metal for R.C.C. Slabs and Landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/ pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). _First Floor
34	Providing and laying Cast in situ/ Ready Mix cement concrete in M-25 of trap / quartzite /granite /gneiss metal for R.C.C. Waist Slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood/ steel formwork, steel props, laying/ pumping, compaction, finishing uneven and honeycombed surface with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete, with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). (Excluding einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin )._Ground Floor
35	Providing and laying Cast in situ/ Ready Mix cement concrete in M-25 of trap / quartzite /granite /gneiss metal for R.C.C. Waist Slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood/ steel formwork, steel props, laying/ pumping, compaction, finishing uneven and honeycombed surface with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete, with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). (Excluding einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin )._First Floor
36	Providing and laying Cast in situ/ Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. Pardi of required thickness including centering, formwork, cover blocks, laying/ pumping, compacting, curing, finishing and rougheningthem if special finish is to be provided and curing complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade)._Ground Floor
37	Providing and laying Cast in situ/ Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. Pardi of required thickness including centering, formwork, cover blocks, laying/ pumping, compacting, curing, finishing and rougheningthem if special finish is to be provided and curing complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade)._First Floor
38	Providing and laying Cast in situ/ Ready Mix cement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. Chajja as per detailed design and drawings including centering, formwork, cover blocks compacting , curing , finishing and roughening the surface if special finish is to be provided and curing complete (Excluding reinforcement and structural steel), with fully automatic micro processor based PLC with SCADA enabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). _Ground Floor
39	Providing and laying Cast in situ/ Ready Mix cement concrete Mix-25 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete Chajja as per detailed design and drawings including centering, formwork, cover blocks compacting , curing , finishing and roughening the surface if special finish is to be provided and curing complete (Excluding reinforcement and structural steel), with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). _First Floor
40	Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.( Ground floor)
41	Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.(First floor_)
42	Providing structural steel work in single stanchions composed of R.S.J. Channel etc. with caps, bases, mild steel plated, angle brackets, cleats, gusset plates, anchor bolts etc. as per detailed designs and drawings or as directed including cutting, fabrication, hoisting, erecting fixing in position, making riveted/bolted/welded connection and one coat of anticorrosive paint and over it two. coats of oil painting approved quality and shade etc. complete.-Ground Floor
43	Providing structural steel work in single stanchions composed of R.S.J. Channel etc. with caps, bases, mild steel plated, angle brackets, cleats, gusset plates, anchor bolts etc. as per detailed designs and drawings or as directed including cutting, fabrication, hoisting, erecting fixing in position, making riveted/bolted/welded connection and one coat of anticorrosive paint and over it two. coats of oil painting approved quality and shade etc. complete._First Floor
44	Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/bolted/welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete._Ground Floor
45	Providing structural steel work in trusses, other similar trussed purlins and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting fixing in position, Making riveted/bolted/welded connection and one coat of anticorrosive paint and over it 2 coats of oil painting approved quality and shade etc. complete._First Floor
46	Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete.( Ground floor)
47	Providing structural steel work of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade complete.( First floor)
48	Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of bays as specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tie runners, foundation bolts, base plates, nuts and bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete.
49	Providing sacrificial shuttering for deck slab made up with galvanised Cold Rolled Cold Annealed (CRCA) steel of 310 MPA Grade with all Contractor's material, labour, erection fixing, welding etc.(Decking Sheet )_Ground Floor
50	Providing sacrificial shuttering for deck slab made up with galvanised Cold Rolled Cold Annealed (CRCA) steel of 310 MPA Grade with all Contractor's material, labour, erection fixing, welding etc.(Decking Sheet )_First Floor
51	Providing and fixing in position TMT FE -500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.(Ground Floor)
52	Providing and fixing in position TMT FE -500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.(First Floor )
53	Providing fly ash brick masonary with conventional / I.S. type fly ash bricks in cement mortar 1:6 in foundation and plinth including bailing out water manually, striking joints, racking out joints, watering and scaffolding complete.
54	Providing fly ash brick masonary with conventional / I.S. type fly ash brick in cement mortar 1:6 for superstructure including striking joints, racking out joints, watering and scaffolding complete.(Ground Floor )
55	Providing fly ash brick masonary with conventional / I.S. type fly ash brick in cement mortar 1:6 for superstructure including striking joints, racking out joints, watering and scaffolding complete.(First Floor )
56	Providing second class Burnt Brick masonry with conventional / I. S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding complete._Ground Floor
57	Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding complete._First Floor
58	Providing internal cement plaster 12 mm. thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete._Ground Floor
59	Providing internal cement plaster 12 mm. thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete._First Floor
60	Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonry surfaces in all positions with base coat of 12 to 15 mm. thick in C.M. 1:4 and rough cast treatment 12mm. thick in proportion 1:1.5:3 including scaffolding and fourteen days curing complete._Ground Floor
61	Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonry surfaces in all positions with base coat of 12 to 15 mm. thick in C.M. 1:4 and rough cast treatment 12mm. thick in proportion 1:1.5:3 including scaffolding and fourteen days curing complete._First Floor
62	Providing and applying gypsum plaster (with Gypsum material of Gypsum India/ Mega Sign or equivalent make) with finishing with gypsum material in 10 to 13 millimeter thickness to previously plastered surface/ or on newly brick surface (Excluding rough cast plaster) in all position including preparing and Finishing the surface scaffolding etc. complete._Ground Floor
63	Providing and applying gypsum plaster (with Gypsum material of Gypsum India/ Mega Sign or equivalent make) with finishing with gypsum material in 10 to 13 millimeter thickness to previously plastered surface/ or on newly brick surface (Excluding rough cast plaster) in all position including preparing and finishing the surface scaffolding etc. complete._First Floor
64	Providing and applying plaster with plaster of paris in 6mm. thickness to previously plastered surface in all position including preparing the surface scaffolding etc. complete._Ground Floor
65	Providing and applying plaster with plaster of paris in 6mm. thickness to previously plastered surface in all position including preparing the surface scaffolding etc. complete._First Floor
66	Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.( Ground Floor )
67	Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.(First Floor )
68	Providing and applying Texture plaster with finishing with Purlina/ Rustic texture material (with texture material of Asian/ Renava/ Nitco/Temtex or equivalent company make) in 3 to 4 millimeter thickness on previously finished plastered surface ,including Plaster Groove 6 mm. thickness or Tape Grooves 35 to 45 mm. thickness or as required, in all position including preparing the surface scaffolding etc. complete._Ground Floor
69	Providing and applying Texture plaster with finishing with Purlina/ Rustic texture material (with texture material of Asian/ Renava/ Nitco/Temtex or equivalent company make) in 3 to 4 millimeter thickness on previously finished plastered surface ,including Plaster Groove 6 mm. thickness or Tape Grooves 35 to 45 mm. thickness or as required, in all position including preparing the surface scaffolding etc. complete._First Floor
70	Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at the junction of R.C.C members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete/ B.B.masonry and or tying by binding wire etc. complete.(Ground Floor)
71	Providing and fixing chicken mesh of 22 gauge, with about 30 centimetre width at the junction of Reinforce Cement Concrete members and brick work, of approved quality including fixing mesh in position by necessary drilling in concrete/ Burnt Brick Masonry and or tying by binding wire etc. complete.(First Floor)
72	Providing & applying washable oil bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces.(excluding the primer coat.) complete.(Ground Floor)
73	Providing & applying washable oil bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces.(excluding the primer coat.) complete.(First Floor )
74	Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plastered surface including scaffolding preparing the surface applying acrylic wall putti etc. complete.(Ground floor )
75	Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plastered surface including scaffolding preparing the surface applying acrylic wall putti etc. complete.(First Floor )
76	Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC’s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles of ium oxide. and Absorbs CO2 (4.8 kg/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist.(Ground Floor)
77	Providing and applying two coats Apex Ultima Puranature Anti-Pollution Or equivalent approved brand, paint should decomposes organic substances and inorganic gases(NOx, VOC’s, CO, SOx, formaldehydes, etc.) in presence of natural or artificial light. It contains Graphene and nanoparticles of ium oxide. and Absorbs CO2 (4.8 kg/15 l). plaster crack should be filled by Acrylic base Crack seal/Textured Crack filler, Paint has to applied on one coat of Apex Ultima Puranature Anti-Pollution Primer or Equivalent. Warranty Should be given by the Manufaturer The work should be done by the Manufacturer Recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist.(First Floor)
78	Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 sqm /kg with two coats using Dr. Fixit or alike of chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete.(Ground Floor)
79	Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 sqm /kg with two coats using Dr. Fixit or alike of chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete.(First Floor)
80	Providing waterproofing in W.C. and bath including brick bat coba in all position including providing and laying 12 mm bedding in cement mortor 1:3 on vergin concrete slab with waterproofing compound @ 1kg/ per bag of cement laying brick bat coba of required thickness in cm 1:5 with waterproofing compound 1 kg/bag of cement grouting and finishing the top layer with 20 mm thick brick bedding in cm mortor 1:3 with waterproofing compound 1 kg/ per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years' guarantee on requisite stamp paper including curing etc. complete.(Ground floor )
81	Providing waterproofing in W.C. and bath including brick bat coba in all position including providing and laying 12 mm bedding in cement mortor 1:3 on vergin concrete slab with waterproofing compound @ 1kg/ per bag of cement laying brick bat coba of required thickness in cm 1:5 with waterproofing compound 1 kg/bag of cement grouting and finishing the top layer with 20 mm thick brick bedding in cm mortor 1:3 with waterproofing compound 1 kg/ per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years' guarantee on requisite stamp paper including curing etc. complete.(First Floor )
82	Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/- including ponding test etc. complete.(Ground floor )
83	Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.M. 1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/- including ponding test etc. complete.(First Floor )
84	Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1 Kg. per bag including finishing the surface smooth with cement slurry admixed with approved water proofing compound. Marking finished surface with false squares of 300 mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete.( Ground Floor)
85	Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing for basement or underground floor on a base of Cement concrete 1:3:6, including sub base of 2.50 centimeter thick cement mortar 1:3 with conceal, setcrete ( RMW ), Algaeproof or other alike water proofing liquids, raking of joints upto 35 mm depth,filling the joints with 6 mm size crushed metal, hand grouting with cement slurry, curing and cleaning, with 7 years guarantee on court fee stamp of Rs. 100/- with ponding test etc complete. (excluding cement concrete 1:3:6 base concrete).
86	Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing treatment to vertical outside faces of Reinforced Cement concrete walls of basement or underground floor including filling the gap of 25 mm between rough shahabad and Reinforced Cement concrete walls with cement grout mixed with water proofing liquid Algaeproof or other alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofing liquid for width 30 to 35 mm and sloping coping over topmost tile with cement mortar 1:3, butting the bottom most with cement concrete 1:2:4 mixed with water proofing liquid, curing, with 7 years guarantee on court fee stamp of Rs. 100/- with ponding test etc complete. (excluding Cement concrtete 1:3:6 base concrete).
87	Providing and laying polished Kotah stone flooring 25mm to 30mm thick & of reqd. width in plain/ diamond pattern on a bed of 1:6 cement mortar including cement float,filling joints with neat cement slurry,curing,polishing and cleaning complete.(Ground Floor)
88	Providing and laying polished Kotah stone flooring 25mm to 30mm thick & of reqd. width in plain/ diamond pattern on a bed of 1:6 cement mortar including cement float,filling joints with neat cement slurry,curing,polishing and cleaning complete.(First Floor)
89	Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete. (Ground Floor)
90	Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete. 9First Floor)
91	Providing and laying vitrified matt fininsh tiles for flooring having size 590 mm to 605 mm x to 605 mm. of 8 to 10 mm. thickness and confirming I.S. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning etc. complete.(Ground Floor )
92	Providing and laying vitrified matt fininsh tiles for flooring having size 590 milimetre to 605 milimetre of 8 to 10 milimetre thickness and confirming Indian Standard 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning etc. complete.(First Floor )
93	Providing and laying in position flooring of telephone black/ Amba White/ Cat bary brown/ Ruby red/ Ocean Brown granite stone of approved shade and size 18 mm. to 20 mm. thick on bed 1:6 cement mortar including cement floats striking joints, pointing in Cement Mortar 1:3 curing and cleaning etc. complete.(Ground Floor)
94	Providing and laying in position flooring of telephone black/ Amba White/ Cat bary brown/ Ruby red/ Ocean Brown granite stone of approved shade and size 18 mm. to 20 mm. thick on bed 1:6 cement mortar including cement floats striking joints, pointing in Cement Mortar 1:3 curing and cleaning etc. complete.(First Floor)
95	Providing and fixing machine cut machine polished 18 mm. to 20 mm. thick telephone black/ Amba White/ Cat bary brown/ Ruby Red/ Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bed of 1:4 Cement mortar including float filling joints with neat cement slurry curing polishing and cleaning etc. complete.(Ground Floor)
96	Providing and fixing machine cut machine polished 18 mm. to 20 mm. thick telephone black/ Amba White/ Cat bary brown/ Ruby Red/ Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bed of 1:4 Cement mortar including float filling joints with neat cement slurry curing polishing and cleaning etc. complete.(First Floor)
97	Providing leather finished polishing to Granite Stone slab by continuous grinding in 4 coats of different bits to receive rough and matt finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing etc. complete.(Ground Floor)
98	Providing leather finished polishing to Granite Stone slab by continuous grinding in 4 coats of different bits to receive rough and matt finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing etc. complete.(First Floor)
99	Providing and laying vitrified mirror / glossy finish tiles for Skirting having size 590 mm to 605 mm. x 590 mm. to 605 mm. of 8 to 10 mm. thickness and confirming to IS. 15622-2006 (group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete.(Ground Floor)
100	Providing and laying vitrified mirror / glossy finish tiles for Skirting having size 590 mm to 605 mm. x 590 mm. to 605 mm. of 8 to 10 mm. thickness and confirming to IS. 15622-2006 (group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete.(First Floor)
101	Providing and laying ceramic tiles having size 30 cm. x 60 cm. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete.(Ground floor)
102	Providing and laying ceramic tiles having size 30 centimetre x 60 centimetre for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete.( First Floor)
103	Supply & Fixing of Rock/ Stone Finished Full Body Vitrifid Steptiles with thick Bullnose for Ready to install Treads and Risers, 16 mm thick and of required width in plain pattern including Cement float, filling joints, with neat cement slurry, Natural sand, curing and cleaning complete. with prior approval of concerned Superitending Engineer.
104	Supply & Fixing of Rock/ Stone Finished Full Body Vitrifid Steptiles with thick Bullnose for Ready to install Treads and Risers, 16 mm thick and of required width in plain pattern including Cement float, filling joints, with neat cement slurry, Natural sand, curing and cleaning complete. with prior approval of concerned Superitending Engineer._First Floor
105	Providing and fixing frame with/ without ventilator of size as specified with country cut teak wood for doors and windows including chamferring, rounding, rebating, iron holdfast size 300 mm x 40 mm x 5 mm with oil painting, etc.complete. (Ground Floor)
106	Providing and fixing frame with/ without ventilator of size as specified with country cut teak wood for doors and windows including chamferring, rounding, rebating, iron holdfast size 300 mm x 40 mm x 5 mm with oil painting, etc.complete. (First Floor)
107	Providing and fixing the country cut teak wood double or single leaf second class fully pannelled door shutter with 35 mm thick style and rail with 25 mm thick pannels with openable fan light as per detailed drawings. Excluding the door frame 60 mm x 100 mm, stainless steel fixtures and fastening and finishing the wood work with oil panting 3 coats.
108	Providing and fixing the country cut teak wood double or single leaf second class fully pannelled door shutter with 35 mm thick style and rail with 25 mm thick pannels with openable fan light as per detailed drawings. Excluding the door frame 60 mm x 100 mm, stainless steel fixtures and fastening and finishing the wood work with oil panting 3 coats.(First Floor)
109	Providing and fixing collapsible steel gate in one/ two leaves with hot rolled vertical channels of 18 x 9 x 3 mm. minimum size, crossings of M.S. flats of size 18 x 5 mm. T or E section for runner of minimum 40 x 6 mm. size for flange, M.S. flat for top runner of minimum size 40 x 12 mm. with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm. max. spacing of vertical channels be 100 mm. enclosed gate position and clear space of 150 mm. between two sets of crossings with hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer & oil painting etc. complete. (I.S. 10521-1983).(Ground Floor )
110	Providing and fixing collapsible steel gate in one/ two leaves with hot rolled vertical channels of 18 x 9 x 3 mm. minimum size, crossings of M.S. flats of size 18 x 5 mm. T or E section for runner of minimum 40 x 6 mm. size for flange, M.S. flat for top runner of minimum size 40 x 12 mm. with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 mm. max. spacing of vertical channels be 100 mm. enclosed gate position and clear space of 150 mm. between two sets of crossings with hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer & oil painting etc. complete. (I.S. 10521-1983).(First Floor )
111	Providing and fixing solid core flush door shutter in double leaf 32 milimetre thick decorative type of exterior grade as per detailed drawings approved face veneers 3 milimetre thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete(Ground floor).
112	Providing and fixing solid core flush door shutter in double leaf 32 milimetre thick decorative type of exterior grade as per detailed drawings approved face veneers 3 milimetre thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete(First floor).
113	Providing and fixing fibre glass reinforced polyster door shutter 30 mm. thick as per IS 14856 (2000) (Reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides, etc. complete.(Ground Floor)
114	Providing and fixing fibre glass reinforced polyster door shutter 30 mm. thick as per IS 14856 (2000) (Reaffirmed 2006) without ventilator including chromium plated fixtures and fastening with chromium plated handles on both sides, etc. complete.(First Floor )
115	Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35x35x5 mm angle section fitted with sliding bolts and handles for both sides,deep M.S.channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300x300x3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter,hood cover of M.S.sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red leadprimer etc. complete. (I.S. 62481979) (With mechanical gear)
116	Providing and fixing in position (as per I.S. 1868/1982) aluminium sliding window of two tracks with powder coating without box with rectangular pipe 63.50 x 38.10 x 1.02 mm at weight 0.547 Kg/Rmt.and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kg/Rmt. Interlocking section 40 x 18 x 1.10 mm at weight 0.469 Kg/Rmt. and handle section 40 x 18 x 1.25 mm at weight 0.417 Kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 Kg/Rmt. as per detailed drawing and as directed by Engineer -In-Charge with all necessary aluminium section fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5mm thick plain glass with all required screws and nuts etc complete_Ground Floor
117	Providing and fixing in position (as per I.S. 1868/1982) aluminium sliding window of two tracks with powder coating without box with rectangular pipe 63.50 x 38.10 x 1.02 mm at weight 0.547 Kg/Rmt.and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kg/Rmt. Interlocking section 40 x 18 x 1.10 mm at weight 0.469 Kg/Rmt. and handle section 40 x 18 x 1.25 mm at weight 0.417 Kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 Kg/Rmt. as per detailed drawing and as directed by Engineer -In-Charge with all necessary aluminium section fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5mm thick plain glass with all required screws and nuts etc complete_First Floor
118	Providing and fixing in position (as per 1868:1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm. at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30 mm. at weight 1.070 kg/Rmt. Top and side track section 92 x 31.75 x 1.30 mm. at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm. at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25 mm. at weight o.417 kg/Rmt. As per detailed drawings and as directed by Engineer-in-charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm. thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc. complete with powder coating without box.( Ground Floor )
119	Providing and fixing in position (as per 1868:1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 mm. at weight 0.637 kg/Rmt. with window frame bottom track section 92 x 31.75 x 1.30 mm. at weight 1.070 kg/Rmt. Top and side track section 92 x 31.75 x 1.30 mm. at weight 0.933 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm. at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. and handle and top section 40 x 18 x 1.25 mm. at weight o.417 kg/Rmt. As per detailed drawings and as directed by Engineer-in-charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm. thick plain glass and aluminium mosquito net shutter with stainless steel jail with all required screws and nuts etc. complete with powder coating without box.( First Floor )
120	Providing and fixing in position powder coated aluminium louvered windows/ ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete.( Ground floor)
121	Providing and fixing in position powder coated aluminium louvered windows/ ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheet glass louvers, of approved quality etc. complete.(First floor)
122	Providing and fixing during laying in Reinforced Cement Concrete Slab rectangular 2 milimetre thick Mild Steel sheet fan hook box of size 180 x 100 milimetre with required depth with holes or notches as required, bottom and top sides of 1.6 milimetre Mild Steel sheet fixed with 3.5 milimetre diameter round headed screws together with 12 milimetre diameter Mild Steel bar bent to shape with hooked ends for fan hook and painting to exposed surface
123	Providing and fixing during laying in R.C.C. Slab rectangular 2 mm thick M.S. sheet fan hook box of size 180 x 100 mm with required depth with holes or notches as required, bottom and top sides of 1.6 mm M.S. sheet fixed with 3.5 mm dia. round headed screws together with 12 mm dia. M.S. bar bent to shape with hooked ends for fan hook and painting to exposed surface
124	Providing and laying telephone black/ Amba White/ Cadburybrown/ Ruby red/ Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. on Cement Mortar 1:6 including filling joints with polymer base filler nosing the sharp edges wherever necessary, curing, etc. complete.( Ground floor)
125	Providing and laying telephone black/ Amba White/ Cadburybrown/ Ruby red/ Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. on Cement Mortar 1:6 including filling joints with polymer base filler nosing the sharp edges wherever necessary, curing, etc. complete.( First Floor)
126	Providing and fixing mild steel grill work for windows, ventilators etc. 20 kg./sq.m.as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete.( Ground floor)
127	Providing and fixing mild steel grill work for windows, ventilators etc. 20 kg./sq.m.as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete.(First Floor)
128	Providing and Fixing mat finish stainless steel (of 302 grade) railing with top pipe of 50 milimetre diameter and vertical pipe of 38 milimetre diameter at 0.60 metre center to center or as required and horizontal pipes of 25 milimetre diameter in three rows, all pipes of 2 milimetre thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 milimetre diameter above newel post of 75 milimetre diameter etc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use).( Ground floor)
129	Providing and Fixing mat finish stainless steel (of 302 grade) railing with top pipe of 50 milimetre diameter and vertical pipe of 38 milimetre diameter at 0.60 metre center to center or as required and horizontal pipes of 25 milimetre diameter in three rows, all pipes of 2 milimetre thick including buffing,fabricating fixtures and fastening including pipe base of appropriate diameter and ball base of 75 milimetre diameter above newel post of 75 milimetre diameter etc. complete (Prior approval of sample and brand by Ex.Engineer is necessary before use).(First Floor)
130	Providing and fixing 40 mm diameter and 1.5 mm thick stainless steel hand railing in S.S. 304 Grade including fabricating, fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe etc. complete. ( Ground floor)
131	Providing and fixing 40 mm diameter and 1.5 mm thick stainless steel hand railing in S.S. 304 Grade including fabricating, fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe etc. complete. (first floor)
132	Providing and laying chequered tiles of approved quality of size 30 cm. x 30 cm. for flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete.
133	Supplying and fixing of 6mm thick Exterior Compact Laminate or High Pressure Laminate of approved colour by approving authority with UV resistant Decorative colour paper on both side typically made out of multiple layers of craft papers and then impregnated with thermosetting phenolic resins, on top of it melamine treated barrier paper and decorative paper and wear layer on both the sides saturated with melamine resins and then covered with UV resistant acrylic resin layer which makes it extremely durable and weather resistant compressed together on extremely high pressure and hardened with electron beam curing to get the total desired thickness of 6mm matching European standard specification as per EN 438 -part 6, protected with 60 Micron protective peel-off film on both side which in no case leave any adhesive mark over the panel surface after it is peeled off. Fixing of the same to be done on a supporting frame of 50 mm X 5 mm X 3 mm powder coated aluminium box section to be spaced horizontally and vertically in 600mm X 600mm grid and fixed to building structure as per design through 50mmX50mmX mm 5 mm MS angle bracket prefixed to masonry slab or columns with Hilti make anchor fastener along with all related hardware and fixtures. The panel should then be fixed on the Aluminium section with the help of pure polyester exterior grade colour coating rivets as per architectural drawings or as directed by Engineer-in-charge. Each panel should be riveted on substructure maintaining a gap of 6mm on all the sides between each Panel for Air circulation and expansion and contraction as per installation specifications provided by the manufacturer. The cost shall include all expenses related to storage, material handling, lifting, freight, labour, scaffolding etc as directed by Engineer-in-charge. (Prior permission of S.E. is necessary before inclusion of this item in estimate)( ground floor)
134	Supplying and fixing of 6mm thick Exterior Compact Laminate or High Pressure Laminate of approved colour by approving authority with UV resistant Decorative colour paper on both side typically made out of multiple layers of craft papers and then impregnated with thermosetting phenolic resins, on top of it melamine treated barrier paper and decorative paper and wear layer on both the sides saturated with melamine resins and then covered with UV resistant acrylic resin layer which makes it extremely durable and weather resistant compressed together on extremely high pressure and hardened with electron beam curing to get the total desired thickness of 6mm matching European standard specification as per EN 438 -part 6, protected with 60 Micron protective peel-off film on both side which in no case leave any adhesive mark over the panel surface after it is peeled off. Fixing of the same to be done on a supporting frame of 50 mm X 5 mm X 3 mm powder coated aluminium box section to be spaced horizontally and vertically in 600mm X 600mm grid and fixed to building structure as per design through 50mmX50mmX mm 5 mm MS angle bracket prefixed to masonry slab or columns with Hilti make anchor fastener along with all related hardware and fixtures. The panel should then be fixed on the Aluminium section with the help of pure polyester exterior grade colour coating rivets as per architectural drawings or as directed by Engineer-in-charge. Each panel should be riveted on substructure maintaining a gap of 6mm on all the sides between each Panel for Air circulation and expansion and contraction as per installation specifications provided by the manufacturer. The cost shall include all expenses related to storage, material handling, lifting, freight, labour, scaffolding etc as directed by Engineer-in-charge. (Prior permission of S.E. is necessary before inclusion of this item in estimate)(first floor)
135	Providing and fixing in position Gypsum board false ceiling with 12.5 milimetre thick Gypsum boards, screwed/ fixed to the under structure of suspended galvanised iron Grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 x 50 milimetre maximum center to center distance of 600 milimetre perimeter channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to reinforced cement concrete slab. The gypsum board should be fixed to galvanized iron grid with necessary screws. The boards should be taped and filled from underside to give smooth, seamless ceiling. The rate should include necessary additional ceiling sections and intermediate channels. Additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts etc. all complete.( Ground floor)
136	Providing and fixing in position Gypsum board false ceiling with 12.5 milimetre thick Gypsum boards, screwed/ fixed to the under structure of suspended galvanised iron Grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 x 50 milimetre maximum center to center distance of 600 milimetre perimeter channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to reinforced cement concrete slab. The gypsum board should be fixed to galvanized iron grid with necessary screws. The boards should be taped and filled from underside to give smooth, seamless ceiling. The rate should include necessary additional ceiling sections and intermediate channels. Additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts etc. all complete.( first floor)
137	Providing and fixing false ceiling with eco-friendly light-weight calcium silicate tiles of spintone surface texture “aerolite” make or equivalent of size 595mm x 595mm having 15 mm thick densified micro look edge and 100% humidity resistance incombustible as per BS 46 part IV and thermal conductivity 0.043 w/m 0 KC and NRC 0.50 placed in true horizontal level suspended grid of size 600 x600 mm made from hot dipped G.I. steel sections ion silhouette profile, rotary stitched double webbed white with 6mm reveal profile (white/black), wherein, main “T” runner of size 42 mmx14 mm between main 'T' 600 mm center-tocenter and secondary cross “T” of size 33x14x0.43 mm thick of length 600 mm long spaced inter-locked at middle of the first crossed “T” in each panel to form grid of 1200 mmx600 mm resting on periphery wall Profile wall section 19mm (7+7) x 19 mm x 0.40 thicknesses and laying false ceiling for services like diffusers grills including cutting, making opening for light fittings, fixtures, smoke detectors etc., wherever required. Main “T” runners suspended from ceiling with using G.I. soffit cleats of size 25x35x1.6 mm of required length fixed to the ceiling with 6 mm dia and 50 mm long dash fastener, 4 mm dia. G.I. adjustable rods with powder-coated/ good quality G.I. level adjustment clips of 35x35x0.8 mm spaced @1200, center-to-center along main “T” all complete at all heights as per the specifications, drawings and as per the directions of Engineer-in-charge. ( ground floor)
138	Providing and fixing false ceiling with eco-friendly light-weight calcium silicate tiles of spintone surface texture “aerolite” make or equivalent of size 595mm x 595mm having 15 mm thick densified micro look edge and 100% humidity resistance incombustible as per BS 46 part IV and thermal conductivity 0.043 w/m 0 KC and NRC 0.50 placed in true horizontal level suspended grid of size 600 x600 mm made from hot dipped G.I. steel sections ion silhouette profile, rotary stitched double webbed white with 6mm reveal profile (white/black), wherein, main “T” runner of size 42 mmx14 mm between main 'T' 600 mm center-tocenter and secondary cross “T” of size 33x14x0.43 mm thick of length 600 mm long spaced inter-locked at middle of the first crossed “T” in each panel to form grid of 1200 mmx600 mm resting on periphery wall Profile wall section 19mm (7+7) x 19 mm x 0.40 thicknesses and laying false ceiling for services like diffusers grills including cutting, making opening for light fittings, fixtures, smoke detectors etc., wherever required. Main “T” runners suspended from ceiling with using G.I. soffit cleats of size 25x35x1.6 mm of required length fixed to the ceiling with 6 mm dia and 50 mm long dash fastener, 4 mm dia. G.I. adjustable rods with powder-coated/ good quality G.I. level adjustment clips of 35x35x0.8 mm spaced @1200, center-to-center along main “T” all complete at all heights as per the specifications, drawings and as per the directions of Engineer-in-charge. ( first floor)
139	Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/ structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 milimetre diameter Mild Steel tube, placed 1.5 metre centre to centre, horizontal and vertical tubes joint with cup and lock system with Mild Steel Tubes, Mild Steel tube challis, Mild Steel clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.( ground floor)
140	Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/ structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 milimetre diameter Mild Steel tube, placed 1.5 metre centre to centre, horizontal and vertical tubes joint with cup and lock system with Mild Steel Tubes, Mild Steel tube challis, Mild Steel clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works( first floor).
141	Providing and laying Cast in situ/ Ready Mix cement concrete in M-15 of trap/ granite/ quartzite/ gneiss metal for plain or molded sills, cornice, jambs, block in course, or architraves of required size and shapes including steel centering, plywood/ steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided,finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade). ( ground floor)
142	Providing and laying Cast in situ/ Ready Mix cement concrete in M-15 of trap/ granite/ quartzite/ gneiss metal for plain or molded sills, cornice, jambs, block in course, or architraves of required size and shapes including steel centering, plywood/ steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided,finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade). ( first floor)
143	Providing patti/ band 75 mm. wide on plastered surface 12 mm. to 15 mm. thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete.( Ground floor)
144	Providing patti/ band 75 mm. wide on plastered surface 12 mm. to 15 mm. thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete.( first floor)
145	Providing patti/ band 100 mm. wide on plastered surface 12 mm. to 15 mm. thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete.( ground floor)
146	Providing patti/ band 100 mm. wide on plastered surface 12 mm. to 15 mm. thick in C.M. 1:3 line and level including neat finishing scaffolding curing etc. complete.( first floor)
147	Providing leather finished polishing to Kota/ Marble/ Shahabad/ Kadappa Stone slab by continuous grinding in four coats of different bits to receive rough and matty finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing etc. complete.( Ground floor)
148	Providing leather finished polishing to Kota/ Marble/ Shahabad/ Kadappa Stone slab by continuous grinding in 4 coats of different bits to receive rough and matty finish including buffing process before laying and fixing of stone as per drawing and design, including cleaning, washing and finishing etc. complete.( first floor)
149	Providing and fixing machine cut both side mirror polished 18 mm. to 20 mm. thick telephone black granite/ Amba White/ Cat bary brown/ Ruby Red/ Ocean Brown granite stone partition with rounding the edges etc. complete.( ground floor)
150	Providing and fixing machine cut both side mirror polished 18 mm. to 20 mm. thick telephone black granite/ Amba White/ Cat bary brown/ Ruby Red/ Ocean Brown granite stone partition with rounding the edges etc. complete.(first Floor)
151	Providing and constructing granite kitchen platform with fixing of stainless steel sink 600 mm x 450 mm size as per detailed drawing including vertical both side polished kadappah stone 25 to 30 mm thick supports with kadappah top 35 to 40 mm thick and polished granite 16 to 20 mm top with side strips of granite at front and both sides of platform raised with two vertical granite supports 15 cm height and top granite of 75 x 40 cm including cutting, opening for sink of required size in kadappah as well as granite etc. complete.(ground floor)
152	Providing and constructing granite kitchen platform with fixing of stainless steel sink 600 mm x 450 mm size as per detailed drawing including vertical both side polished kadappah stone 25 to 30 mm thick supports with kadappah top 35 to 40 mm thick and polished granite 16 to 20 mm top with side strips of granite at front and both sides of platform raised with two vertical granite supports 15 cm height and top granite of 75 x 40 cm including cutting, opening for sink of required size in kadappah as well as granite etc. complete.( first floor)
153	Providing and fixing 80mm diameter water meter with non return valve including strainer,sockets/ union nut and including water meter box making locking arrangement and lock. [without chamber ].
154	Providing and fixing 100 milimetre diameter water meter with non return valve including strainer, sockets/ union nut and including water meter box making locking arrangements and lock. [ without chamber ].
155	Providing and fixing screw down for 20 mm diameter wheeled stop tap of brass including necessary sockets/union nut complete.
156	Providing and fixing screw down for 25 mm diameter wheeled stop tap of brass including necessary sockets/union nut complete.
157	Providing and fixing screw down for 40 mm diameter wheeled stop tap of brass including necessary sockets/union nut complete.
158	Providing and fixing screw down for 50 mm diameter wheeled stop tap of brass including necessary sockets / union nut complete.
159	Providing and fixing ivory Glazed Earthenware full stall type Urinal with P.V.C. flushing cistern of 5 litre capacity with fittings, inlet pipes and stop tap, brackets for fixing the cistern, 32 mm diameter P.V.C. flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap and soil pipe connection up to the outside face of the wall.
160	Providing and fixing Table top ivory wash basin of size 120x635x405 milimetre rubber plugs and brass chain, with pillar cock, C.P.Angular stop cock long thread, continental including S.S. bottle trap of approved make having necessary pipe connection up to theoutside face of the wall.etc complete as directed by Engineer in charge.
161	Providing and fixing 10 cm C.I. Nahani Trap including C.I. grating ,bend and piece of C.I. pipe upto the outside face of the wall complete.
162	Providing and fixing 15 cm x 10 m salt glazed stoneware gully trap in cement concrete 1:4:8 out side the building including cast iron grating in the sink, connecting glazed stonewre pipe brick masonry chamber with cast iron lid and cast iron grating for the gully trap.
163	Providing & constructing Brick Masonry Inspection Chamber 60 cm x 45 cm x 90 cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and airtight C. I. cover of 75 Kg with lid and frame fixed in cement concrete etc. complete.
164	Providing and constructing Brick Masonry Inspection Chamber 90 centimetre x 45 centimetre and 90 centimetre including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and air tight cast iron lid 75 kilogram with frame fixed in cement concrete complete.
165	Providing & constructing Brick Masonry Inspection Chamber 60 cm x 45 cm x 90 cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. cover medium duty 140 kilogram with frame etc. complete.
166	Providing & constructing Brick Masonry Inspection Chamber 90 cm x 45 cm x 90 cm including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round Glazed Stone Ware pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with R.C.C. cover medium duty 140 kilogram with frame etc. complete.
167	Providing and fixing 450 mm.x550 mm. size superior type Belgium mirror with 16 mm diameter nickel plated towel rod etc. complete.
168	Providing and fixing P.V.C. Rain water pipes of 160 mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25 mm to 40 mm from face of wall a fixing with clips of approved quality and number ,filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete. (The contractor shall give 3 yrs guarantee bond for payment)
169	Providing and fixing P.V.C. Rain Water pipes of 110 mm outer diameter and having wall thickness of 2.2 to 2.7 mm confirming to I.S. 13592-1992 including proper rainwater receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall a fixing with clips of approved quality and number, filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on cement concrete or masonry blocks, including necessary scaffolding and maintenance for 3 yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc. complete.
170	Providing, laying & fixing P.V.C. pipe of 110 mm. diameter with fittings such as bends, tees, reducers, clamps etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
171	Providing and fixing 75 mm diameter stabiliser pipe/ P.V.C. soil vent/ waste pipe and with necessary fixtuers and fiting such as bends, tees, single junctions slotted vent, clamps etc. complete.
172	Providing and fixing European type white glazed earthenware coupled closet syphonic trap with syphonic low level white glazed 10 litres cistern with black backlite seat with all necessary pipe connection etc. complete.
173	Providing and fixing Orissa type white glazed earthenware water closet pan of size 260 milimetre x 440 milimetre x 580 milimetre with approved make Slim wall hung cistern with installation kit including S or P trap with cast iron soil and vent pipe upto outside face of the wall 1:2:4 brick bat lime concrete bedding without flushing tank and its accessories etc.complete.
174	Providing and applying impression 24 carrat Luxury paint of approved make & approved brand Emulsion paint to interior walls and ceilings of approved quality, colour and shade to new surface in two coats, including sub surface prparation by Acrylic putty and Acrylic primer coats including scaffolding, preparing the surface. etc. complete (Low VOC).
175	Providing and fixing H.D.P container Syntex or alike one piece moulded water tank made out of high density polythyler and built corrugated inclusive of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow pipe inclusive of all tanks capacity between 1000 to 20000 liters.
176	Providing and fixing on walls /ceiling /floor 15 milimetre diameter CPVC pipe with necessary fittings, remaking good the demolished portion. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed complete.
177	Providing and fixing on walls /ceiling /floor 25 milimetre diameter CPVC pipe with necessary fittings, remaking good the demolished portion.Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.
178	Providing and fixing on walls /ceiling /floor 50 milimetre diameter CPVC pipe with necessary fittings, remaking good the demolished portion etc. complete.
179	Providing and fixing reinforced cement concrete Heavy duty (160 kilogram) cover of size 60 centimeter x 45 centimeter with frame over inspection chamber complete.
180	Providing and fixing Oval Type Under Counter Wash Hand Basin of 16 inch x 22 inch size and of ivory colour shade having Telephonic Black / Colour Granite of 180 mm thick fixed on Black Kadappa Framework, including Chromium Plated coupling Bottle-Trap using CERA company or equivalent Oval Type Wash basin Model No. 3448 as per detailed drawing or as directed by Engineer-In-Charge etc. Complete.
181	Providing and fixing on walls/ ceiling/ floor 50 mm dia. uPVC pipe with necessary fittings, remaking good the demolished portion etc. complete.
182	Providing, constructing & fixing 600 mm diameter Inspection chamber made up of Polypropylene/ polyethylene material having 315 mm diameter inlet(s)/outlets & with eccentric reducers as per requirement to connect 160 mm & 200 mm pipes having thickness of 5 mm & 600 mm in height, with inbuilt shaft achieve the invert depth as per site condition of wall thickness of 5 mm having R.C.C. cover & frame fixing in 150 mm thick in C.C. 1:2:4, having crushed sand bed of 150 mm thick of size 750 mm diameter including excavation & refilling the sides of chamber by sand crushed cushioning 150 mm thickness, connecting all required UPVC fittings with rubber lubricant etc.complete.
183	Providing, laying & fixing, jointing Eco-drain 110 mm SN 8 Nu-Drain Upvc pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees, coupler etc. jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material etc. complete.
184	Providing, laying and fixing, jointing Eco-drain 160 milimetre SN 4 Nu-Drain Unplasticised Poly Venyl Chloride pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per Indian Standard 15328 with fittings such a bends, tees, coupler, etc. jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material complete.
185	Providing, laying & fixing, jointing Eco-drain 200 mm SN 4 Nu-Drain UPVC pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 with fittings such a bends, tees, coupler, etc. jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated materialetc. complete.
186	Providing, laying & fixing, jointing Eco-drain 250 mm SN 4 Nu-Drain UPVC pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 and 16098 with fittings such a bends, tees, coupler, etc. jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material etc. complete.
187	Providing, laying & fixing, jointing Eco-drain 315 mm SN 4 Nu-Drain UPVC pipes or of equivalent make, manufacture as per EN 13476 or equivalent as per I.S.15328 and 16098 with fittings such a bends, tees, coupler, etc. jointing with rubber lubricant including necessary excavation, trench refilling with selective excavated material etc. complete.
188	Providing and laying cement concrete pipe of I.S. 458:2003 non pressure-2 class of 450 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
189	Providing and laying cement concrete pipe of I.S. 458:2003 non pressure-3 class of 450 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
190	Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-2 class of 600 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
191	Providing and laying cement concrete pipe of Indian Standard 458:2003 non pressure-3 class of 600 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
192	Providing and laying cement concrete pipe of I.S. 458:2003 non pressure-2 class of 800 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
193	Providing and laying cement concrete pipe of I.S. 458:2003 non pressure-2 class of 900 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
194	Providing and laying cement concrete pipe of I.S. 458:2003 non pressure-3 class of 900 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
195	Providing and laying cement concrete pipe of I.S. 458:2003 non pressure-2 class of 1000 milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 complete.
196	Design, supply, fabrication and fixing of SS, non glare Signage board (2 ft. x 2 ft.- 1 no.) for the accessible parking, as per the approved design and make, having 1.2mm thick SS non glare base plate and Grade 2/ Grade 1 Braille (raised dots)to be etched/ engraved and be raised 0.5mm above base plate and Upper Case San Serif words and Universal Accessibility Symbol to be etched/ engraved and signage to be installed at a height of 2100mm from the ground level using a post of MS hollow square section (50mm x 50mm) as per the installation procedure specified by the manufacturer and as per accessibility standards and up to the satisfaction of the engineer in charge.
197	Design, supply, fabrication and fixing of SS, non glare multilingual Braille (raised dots) entrance signage (size 1 ft x 1 ft) as per the approved design and make,indicating the name of the building. Having 1.2mm thick SS non glare blue coloured base plate with the 'Universal Accessibility Symbol' and Upper case Sans Serif words of height 15mm engraved on it along with the equivalent word/ s written in Hindi using Devnagri script of height 15mm in white colour. Grade 2/ Grade 1 Braille to be etched/ engraved and be raised 0.5mm above base plate.The signage to be installed at the specified location on the compound wall near the site entrance gate installed at a height of 1200 mm from the finished ground/ floor level, using the necessary hardware specified by the manufacturer and to be installed up to the satisfaction of the engineer in charge.
198	Grab bars-Providing SS grab bars set for accessible toilets comprising of 4 nos. Grab bars as specified below.(1 nos. wing grab bar + 1 nos. L shaped grab bar + 2 nos. straight grab bars = 1 typical set) 27a) Swing grab bar (1 NOS) Providing a S.S. 304 SWING HANDICAP GRAB BAR - 700 mm and of DIA: 32MM and thickness 1.5mm of the roved brand and make. 27b) L Shaped grab bar (1 NOS) Providing S.S. 304 L SHAPED DISABLED GRAB BAR of IZE-600MM (H) X 600MM (D) and 32MM DIA. and thickness mm of the approved brand and make. 27c) Straight grab bar (2 NOS) Providing S.STEEL 304 GRAB RAIL (600 MM),32MM DIA. and thickness 1.5mm of the approved brand and make.
199	Providing and fixing C.P. Angular stop cock with wall flange of approved make including necessary sockets/ union nut etc. complete.
200	Providing and fixing C.P. Two way BIB cock of approved make including necessary sockets/ union nut etc. complete.
201	Providing & fixing 15 mm diameter PVC Aqua kraft type of approved make super jet spray with flange 2 in 1 faucet 1.50 metre long including all accessories etc. complete.
202	Providing and fixing sink cock with regular swinging spout (Wall Mounted Model) with wall flange with approved make incluidng other necessary fitting, etc. complete as directed by Engineer in charge.
203	Providing and fixing C.P. sink cock with raised 'J' shaped swinging casted spout of approved make including necessary sockets/union nut etc. complete.
204	Providing & Applying weather proof sealant on outer joints of approved make confirming to IS & directed by Engineer-in-charge. - Sealant 25 mm x10 mm at joints
205	Sand Blasting - Cleaning of exposed concrete surface of sticking material including loose and foreign material by sand blasting with coarse sand followed by and including cleaning with oil free air blast as per direction of Engineer in charge.
206	Supply and application of Intumescent paint to steel structures including surface preparation and application of fire-retardant intumescent paint to surfaces to reduce their flame spread rate and smoke developed rate with 1 coat of primer and 2 coats of intumescent paint of minimum 200 micron on structural steel. The rate shall be inclusive of all labor, material, wastage, scaffolding, transportation, and leads, lifts at all Floors, excluding GST and shall be as directed by Engineer In charge.
207	SEWAGE TREATMENT PLANT (STP)- 0.60 MLDapacity Designing, providing, constructing, hydraulic testing, commissioning and giving satisfactory trials of Integrated Wetland Technology (IWT) based Sewage Treatment Plant (STP) consisting of Screen chamber, Oil &Grease trap, RCC Primary treatment tanks (including manholes, vent pipes and graded gravel media) and RCC Secondary treatment tanks (SBBR) (including gravel media, PVC sheets, wetland plants, plastic mesh, etc. as required.) tank, RCC intermediate and treated water tank, sludge recirculation pump and pipe network, room for tertiary treatment unit, E&M works for tertiary treatment including associated piping work, internal pathways, wire fencing, etc. complete as turnkey job with all involved civil, electrical and mechanical works inclusive of following items, units as per detailed specifications for civil, electrical and mechanical components with all duties and taxes, etc. complete as directed by Engineer-In-charge. Allied structure shall be constructed as per the provision in appropriate and relevant standards and design guidelines of respective authorities. RCC and civil works will be as directed by Engineer-in-charge. Sewage Treatment Plant (STP) to be designed to treat the raw water sewage with the characteristics in table number \\"A\\" to produce the treated sewage with characteristics as mentioned in table number \\"B\\"0.050 MLD
208	Designing (aesthetically), providing and constructing and commissioning Conventional Water Treatment Plant consisting of Civil Works, including cost of providing and applying Epoxy paint to inside surface of water retaining structures in contact with Chlorine and providing anti-termite treatment to entire structure below ground level, Mechanical and Electrical components of variours sub-works as given below: including necessary hydraulic testing, structural testing, equipment testing and trial run for 3 months, etc. complete as directed by Engineer-in-charge. (tum-key job-upto 0.50 MLD)
209	Providing Ashlar Masonry with Soft Compacted Basalt stone. First Sort like walls, columns, cap stones etc. with dressing as per drawing and as directed by Engineer-In-Charge, in cement mortar 1:4 with fitting joints (paper), setting with stainless steel dowels, pins and fixing with Araldite and hardner etc. including transportation and conveyance to specific required location, scaffolding, tools and tackels, racking the joints with neat cement slurry, curing cleaning etc complete. The stones shall be dressed full or to template, or as shown in working drawings. The exposed faces of the stone shall be dressed, and all joints shall be in line and close not more than 5mm thick. All visible angles and edges to be free from unsightly chippings, etc. complete. As directed by Engineer-In-Charge. (The sample of the moulded stone shall be approved prior to execution by Consultant/Engineer-In-Charge.)
210	Window Type-1Providing and fixing Window Type 1, crafted in traditional architectural style with the following components, all installed as per approved design, detail, and alignment:1. GFRC Jali (Grill): Precast Glass Fiber Reinforced Concrete (GFRC) ornamental jali panel with traditional motifs (geometric/floral), factory-cast with minimum thickness of 30 mm. Installed flush within the window opening with adequate structural supports.2. Arch:Decorative arched top in GFRC , forming an integral part of the opening, with smooth curvature and edges, proportionate to the window size.3. Corbell (Bracket):Traditional corbell brackets below the arch or supporting frame, made in GFRC, minimum projection 150 mm, detailed in classical style.4. Galtha (GFRC Sill):GFRC sill (galtha) provided at the base of the window opening. minimum thickness 50 mm, slope for water runoff, with chamfered or rounded edges.5. Flower Motifs:Decorative flower carvings in GFRC placed around the arch or within jali elements, cast or carved in relief, fixed securely into the composition.6. Kel Phool on Arch:Signature Kel Phool motif in GFRC or stone, prominently placed at the center/top of the arch. Sized proportionately and detailed with precision.7. Frame (in GFRC):Full perimeter GFRC frame surrounding the entire window opening. Frame to have a minimum thickness of 75 mm, mitred or interlocked at corners, flush or projecting as per design. Joints to be tight and sealed with compatible grout. GFRC type and finish to match façade treatment. (Size- 2.46 m length x 3.23 m height x 0.23 m thk)Refer Image no -01
211	Window Type-2Providing and fixing Window Type 1, crafted in traditional architectural style with the following components, all installed as per approved design, detail, and alignment:1. GFRC Jali (Grill):Precast Glass Fiber Reinforced Concrete (GFRC) ornamental jali panel with traditional motifs (geometric/floral), factory-cast with minimum thickness of 30 mm. Installed flush within the window opening with adequate structural supports.2. Arch:Decorative arched top in GFRC forming an integral part of the opening, with smooth curvature and edges, proportionate to the window size.3. Corbell (Bracket):Traditional corbell brackets below the arch or supporting frame, made in GFRC , minimum projection 150 mm, detailed in classical style.4. Galtha (GFRC Sill):GFRC sill (galtha) provided at the base of the window opening, minimum thickness 50 mm, slope for water runoff, with chamfered or rounded edges.5. Flower Motifs:Decorative flower carvings in GFRC placed around the arch or within jali elements, cast or carved in relief, fixed securely into the composition.
212	Architectural Cornice Type 1 in Stone Providing Ashlar Masonry for any Level Moulding with Soft Compacted Basalt stone of size 300mm x 250mm x 150mm from approved source, with dressing as per drawing and as directed by Engineer-In-Charge in Lime Mortar 1:3 with paper fitting joints, including transportation and conveyance to specific required location, scaffolding, tools and tackles, racking the joints with neat lime slurry, curing, cleaning, etc. complete. The stones shall be dressed full or to template, or as shown in working drawings. The exposed faces of the stone shall be fine - chissel dressed, and all joints shall be in line and close not more than 3mm thick. All visible angles and edges to be free from unsightly chippings, etc. complete. As directed by Engineer-In-Charge. (The sample of the moulding stone shall be approved prior to execution by Consultant/Engineer-In-Charge.)..
213	Architectural Cornice Type 2 in Stone Providing Ashlar Masonry for any Level Moulding with Soft Compacted Basalt stone of size 300mm x 250mm x 150mm from approved source, with dressing as per drawing and as directed by Engineer-In-Charge in Lime Mortar 1:3 with paper fitting joints, including transportation and conveyance to specific required location, scaffolding, tools and tackles, racking the joints with neat lime slurry, curing, cleaning, etc. complete. The stones shall be dressed full or to template, or as shown in working drawings. The exposed faces of the stone shall be fine - chissel dressed, and all joints shall be in line and close not more than 3mm thick. All visible angles and edges to be free from unsightly chippings, etc. complete. As directed by Engineer-In-Charge. (The sample of the moulding stone shall be approved prior to execution by Consultant/Engineer-In-Charge.)..
214	Architectural Cornice Type 1 in GFRCProviding and fixing decorative architectural cornice at specified locations on façade (plinth level, floor band, parapet, roofline, or arch base), made from Stone as per approved architectural design, drawings, and profiles. Refer images same as item no 5
215	Architectural Cornice Type 2 in GFRC Providing and fixing decorative architectural cornice at specified locations on façade (plinth level, floor band, parapet, roofline, or arch base), made from GFRC as per approved architectural design, drawings, and profiles.
216	Corbell (Bracket):Providing and fixing Traditional corbell brackets below the arch or supporting frame, made in carved stone, minimum projection 150 mm, detailed in classical style.Size- 0.23 m x 0.25 m x0.10 mRefer Image no -16
217	Corbell (Bracket):Providing and fixing Traditional corbell brackets below the arch or supporting frame, made in GFRC minimum projection 150 mm, detailed in classical style.Size- 0.23 m x 0.25 m x0.10 mRefer Image no -16 only
218	Flower Motifs:Providing and fixing Decorative flower carvings in stone, placed around the arch or within jali elements, cast or carved in relief, fixed securely into the composition.( Size- 0.20 m x 0.20 m)Refer Image no -19
219	Flower Motifs:Providing and fixing Decorative flower carvings in GFRC , placed around the arch or within jali elements, cast or carved in relief, fixed securely into the composition.( Size- 0.20 m x 0.20 m) .Refer Image no -19
220	Arch Opening with Kamal Phool, Frame, and GFRC Jali type 1Providing and constructing traditional architectural stone arch opening featuring intricately carved elements, GFRC jali, and decorative motifs as per approved drawings and architectural intent. The item shall include:1. Stone Arch:Construction of a true arch in hand-dressed natural stone (e.g., sandstone, basalt, or approved equivalent), formed using individual voussoirs cut to curvature. Arch to be semi-circular or pointed as per design, minimum thickness 150 mm, with neatly jointed and grouted segments.2. Kamal Phool (Lotus Motif):Artistically carved Kamal Phool (lotus flower) integrated at the crown of the arch (keystone position), carved in the same or contrasting stone. Diameter approx. 150–250 mm, in high relief, polished or textured as per finish schedule.3. Stone Frame:Full perimeter stone frame surrounding the arch and vertical sides of the opening. Each frame element to be hand-cut and shaped with chamfered or profiled edges. Minimum thickness of 75 mm. Frame to be securely fixed with dowels or mortar, joints mitred and sealed, aligned with wall façade.
221	Stone Arch Opening with Kamal Phool, Stone Frame, and GFRC Jali type 2Providing and constructing traditional architectural stone arch opening featuring intricately carved elements, GFRC jali, and decorative motifs as per approved drawings and architectural intent. The item shall include:1. Stone Arch:Construction of a true arch in hand-dressed natural stone (e.g., sandstone, basalt, or approved equivalent), formed using individual voussoirs cut to curvature. Arch to be semi-circular or pointed as per design, minimum thickness 150 mm, with neatly jointed and grouted segments.2. Kamal Phool (Lotus Motif):Artistically carved Kamal Phool (lotus flower) integrated at the crown of the arch (keystone position), carved in the same or contrasting stone. Diameter approx. 150–250 mm, in high relief, polished or textured as per finish schedule.
222	GFRC Jali (Grill):Providing and Fixing Precast Glass Fiber Reinforced Concrete (GFRC) ornamental jali panel with traditional motifs (geometric/floral), factory-cast with minimum thickness of 30 mm. Installed flush within the window opening with adequate structural supports.
223	Stone Arch Opening with Kamal Phool and Stone Frame Providing and constructing Stone Arch Opening in traditional Indian architectural style, including intricately carved features as per approved drawings and design intent. The item comprises the following elements:1. Arch (in Stone) Fabrication and installation of a semi-circular or pointed arch made from hand-dressed natural stone (sandstone, basalt or approved type). The arch shall be built using individual voussoirs, shaped and finished with precision. Joints to be tight and pointed with matching grout. Arch thickness to be minimum 150 mm, with proper curvature and depth.2. Kamal Phool (Lotus Motif) A carved Kamal Phool (Lotus flower) detail in relief, centrally placed at the crown of the arch, integrated into the stonework. Motif to be carved in same or contrasting stone, finished smoothly. and sized proportionate to the arch geometry (typically 150-250 mm in diameter).3. Stone Frame: Full stone surround frame provided along the vertical and horizontal edges of the opening. Frame sections to be cut, dressed, and finished with chamfered or profiled edges as per design. Frame thickness not less than 75 mm and depth as per wall section. All stone joints to be mitred or tongue-and-grooved for stability. Frame to be fixed flush or proud of wall surface depending on elevationWidth - 3M
224	GFRC Arch Opening with Kamal Phool and Frame Providing and constructing Arch Opening in Indian architectural style, including intricately carved features as per approved drawings and design intent. The item comprises the following elements:1. Arch (in GFRC) Fabrication and installation of a semi-circular or pointed arch made from GFRC of approved type. The arch shall be built using individual voussoirs, shaped and finished with precision. Joints to be tight and pointed with matching grout. Arch thickness as required with proper curvature and depth.2. Kamal Phool (Lotus Motif) A Kamal Phool (Lotus flower) detail in relief, centrally placed at the crown of the arch, Motif to be in same finished smoothly. and sized proportionate to the arch geometry .3. GFRC Frame: Full surround frame provided along the vertical and horizontal edges of the opening. Frame sections to be finished with chamfered or profiled edges as per design. Frame thickness not less than 75 mm and depth as per wall section. All GFRC joints to be mitred or tongue-and-grooved for stability. Frame to be fixed flush or proud of wall surface depending on elevation width - 2.5 m to 3.0 M
225	Devali -Providing and Fixing Devali in stone, fixing in wall as per architectural drg etc complete with using lime ortor. (Size-0.6 m x 0.45 m).
226	Anticarbonation Clear Coating clear for Stones Providing and applying of water based Primer consist of reactive hydrophobic water base silane-siloxane coat as primer of one or more coat on wet-on-wet stone masonry substrate by brush or spray product follows Density of 0.8-1.05 g/cc (ASTM D1475) with Bond Adhesion min 1.5mpa (ASTM D7234), compatible to substrate, followed by an external coating of Elastomeric, Anti carbonation, Anti corrosive, UV resistant, Solvent based Pure Aliphatic Acrylate System-clear on the exterior faces of conforming to ASTM D 4541-02 having Electrochemical impedance of 107 2. With bond adhesion of 2.5N/mm² and achieving dry film thickness of minimum 60-80 microns per coat and recommnded min two coats using brush or spray after complete cleaning & removal of oil, grease or loose particles from the surface.
227	Providing and installation of Saint Gobain CertainTeed Premium Asphalt Roofing shingles and matching Ridge Accessories , Series: Landmark AR, in approved color...., ensuring complete system compatibility and uniform finish. The shingles are fiberglass mat reinforced, asphalt impregnated, manufactured as per ASTM standards with Class A fire rating, and designed with minimum 50% overlap for superior waterproofing performance and durability under temperature variations from -30°C to +90°C.The scope includes precise cutting, sizing, handling, and complete installation of shingles and ridge accessories with required overlap using approved torch method, adhesives, and sealants, strictly as per manufacturer’s specifications.Providing and installation of non-asbestos 16mm thickness fiber cement board high-pressure steam-cured standards, used as a roof underlay board. The boards shall be fixed on a supporting frame made of MS RHS / SHS sections as per structural design, with purlin spacing maintained at 600–800 mm centre to centre. The scope includes cutting, sizing, handling, and fixing of boards using self-tapping screws and required hardware and finished as per manufacturer’s specifications.Providing and installation of cold-applied bituminous Primer on prepared roof surface to ensure proper adhesion of APP waterproofing membrane. Primer to be applied uniformly at recommended coverage rate and allowed to dry before membrane installation.Providing and installation of 3 mm Thick APP waterproofing membrane with centre core Polyster reinforcement gsm impregnated with high grade bitumen app from both sides. The item includes application of specs one coat of oil based primer on roof surface, cutting, sizing, handling required to install waterproofing membreane with heat torching method, min 50 - 75 mm overlap in both horizontal and verical joints as per required specification below Roofing shingles completeProviding and installation of 3 mm Thick APP waterproofing membrane with centre core Polyster reinforcement gsm impregnated with high grade bitumen app from both sides. The item includes application of specs one coat of oil based primer on roof surface, cutting, sizing, handling required to install waterproofing membreane with heat torching method, min 50 - 75 mm overlap in both horizontal and verical joints as per required specification below Roofing shingles complete
228	Providing Lime Pointing to stone work in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all face or visible work shall be pointed, unless otherwise specified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sand shall not be ground fine but sand should be finer, the joints of the pointed work shall be neatly defined by the pointing, the lines shall be regular and uniform in breadth and the joints shall be raised or flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple (Belfruit) per cubic metre of lime mortar as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete
229	Providing and constructing a traditional chhatri (pavilion) in finely dressed black basalt stone with ashlar masonry, as per architectural drawing, including a raised plinth (min. 0.5m), four fluted columns (min. 3.0m height, 450mm dia.), true cusped arches (mehraab) with a horizontal architrave (min. 150mm thick), projecting chajja (eave) of profiled black basalt slabs securely doweled and mortared, and a semi-circular ribbed dome of concentric ashlar rings, capped by a meticulously carved lotus-shaped amalaka and kalasha finial; all stone surfaces hand-dressed with sealed joints, complete in all respects including all labour, materials, tools, finishing, and incidental works as per architectural drawings and specifications.
230	Providing 12 mm. thick Rough Cast Lime Plaster in single coat in lime mortar 1:1½ in superstructure, as per detailed specifications and drawings or as directed including all joints in masonry and brick work are to be racked out to a depth of at least 20 mm. and the wall to be washed with fresh water and thoroughly wetted for six hours before plastering, the plaster to be applied in an even and uniform coat well pressed in to the joints and to be well beaten for 1% days with hand tappers, the plaster should also be well sprinkle during the proses of beating with a mixture of 1.10 kg jaggary and 640 gram pulp of wood apple (Belfruit) in 90 to 135 litre of water, the plaster being wetted occasionally with fresh water while the beating is in progress, all exposed angles and junctions with door frame to be carefully finished, all mouldings shall be worked true to template and drawn neat, clean and level, soffits of arches must true arch of circle. preparing the lime mortar in lime miller with 1.60 kg Gugal (a kind of fragrant gum) and 960 gram chopped hemp (fibre of bhendi or tag) per cubic metre of lime mortar as a bonding material, of lime as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete.
231	Providing and fixing soft compacted stone of size 300mm x 450mm x 50mm thick for Paving/Flooring with dressing as per drawing and as directed by Engineer-In-charge. The stones to be machine cut & flat on the surface, and the joints running true and parallel from side to side. The stones to be laid with joints not exceeding 5mm thick and and to be evenly and firmly bedded flush in mortar on the existing concrete, and no hollows left. Courses to be laid , including cement mortar bed of 20mm thickess in cement mortar 1:4 with filling joints, curing, cleaning, etc. complete. etc. complete. As directed by Engineer-In-Charge. (The sample of the moulded Paving stone shall be approved prior to execution by Consultant/Engineer-In-Charge.)
232	Providing & Fixing of Table 2250Lx2100Dx750HT TOP & GABLE END to be made of Membrane finish with soft water fall edges & curved panel & Decorated Anodized section MODESTY PANEL to be made of 18 mm thick Prelaminated particle board with PVC edge band. INCLUDING CREDESTAL @ 1200L X 450D X 650H :- To be made out of Membrane Finish ( 2 Openable Shutter & 3 Drawer Pedestal in between ) as per drawing.
233	Providing & Fixing of Table @ 1800L x 900 D x 750 HT - TOP & GABLE END to be made of Membrane finish with soft water fall edges & curved panel & Decorated Anodized section MODESTY PANEL to be made of 18 mm thick Prelaminated particle board with PVC edge band as per drawing.
234	Providing & Fixing of PEDESTAL @ 420 L x 450 D x 650 HT to be made out of Complete Membrane consist of three Drawers as per drawing.
235	Providing & Fixing Curviliner Workstation @ 1500/1500Lx600/600Dx750HT, Curvilinear Table Top @ 1500/1500Lx600/600D :- TOP to be made of 25 mm thick Prelaminated particle board with PVC edge band, GABLE END to be made of 25 mm thick Prelaminated particle board with PVC edge band, KEYBOARD TRAY ( WITHOUT MOUSE TRAY ) :- Metal Powder Coated - Black Color, CPU TROLLEY :- Metal Powder Coated - Black Color, along with 3 DRAWER PEDESTAL UNIT having overall size 392L x 450D x 680Ht. mm. with central lock and key. 3 Drawers and body are complete metal with powder coat finish, facia in 18 mm prelaminated particle board,
236	Providing & Fixing of Main Table @ 3600Lx1400Dx750HT - made up of 18+18mm Thick MDF top with PVC Membrane finish and waterfall edge profile. Aluminium Anodizied finish beeding of 4mm thich is running all over the table top edge. Gable ends is Aerofoiled Shape with front edges in PVC Membrane finish and rest in Prelaminated MDF with batton structure. Gable ends should be hollow from inside for the provision of passing electrical and Data wiring. , MODESTY PANEL:- to be made of 18 mm thick Prelaminated particle board with PVC edge bandAccess Flap:- For Wire manager 2 Nos.
237	Providing & Fixing of Main Table @ 1800Lx900Dx750HT - made up of 18+18mm Thick MDF top with PVC Membrane finish and waterfall edge profile. Aluminium Anodizied finish beeding of 4mm thich is running all over the table top edge. Gable ends is Aerofoiled Shape with front edges in PVC Membrane finish and rest in Prelaminated MDF with batton structure. Gable ends should be hollow from inside for the provision of passing electrical and Data wiring. , MODESTY PANEL:- to be made of 18 mm thick Prelaminated particle board with PVC edge bandAccess Flap:- For Wire manager 1 Nos.
238	Providing and fixing Openable Steel Storage of 750 x 450 x 1200Ht, with 2 adjustable shelves, Complete body & shutter made in 0.8 mm thick & Top in 2 mm thick CRCA, 2 Shutter to be mounted with the help of cup hinges, and 4 adjustable levelers, enitre storage in powder coated finish with 60 to 80 microns. with 25 mm. thk. as per drawing.
239	Providing and fixing Openable Steel Storage of 750 x 450 x 2100Ht, with 4 adjustable shelves, Complete body & shutter made in 0.8 mm thick & Top in 2 mm thick CRCA, 4 Shutter to be mounted with the help of cup hinges, and 4 adjustable levelers, enitre storage in powder coated finish with 60 to 80 microns as as per drawing.
240	Providing and fixing Multiple Compartment Lockers @ 1140Lx 457D x 1830 mm. Ht. with 12 Compartments , Complete body & shutter made of CRCA Sheet with powder coated finish as per approved color.
241	Providing & Arrangemnt of High Back Chair, Synchronized Mechanism with Multiple Locking, Adjustable Armrest, Gaslift for Seat height adjustment, Standard 5-prong P/Nylon Base with Leatherite Upholstery.
242	Providing & Arrangemnt of MId Back, Normal Syncro Mechanism , Fixed Armrest , Gaslift for Seat height adjustment, Standard 5-prong/Nylon Base with Leather Upholstery
243	Providing and Fixing 3 seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish.
244	Providing & fixing Sofa Set 3+1+1 Brown and Cream leather DIMENSION Length: 182.5 (cms) Breadth (cms): 100 (cms)Height (cms): 100 (cms) Weight (kgs): 66 (Kg) Seating Capacity: Five Seat
245	Providing And Fixing Of Tea Table 900mm X 750mm X 450mm With 12mm Thick Colour Eitched Tempered Glass With Bevelled Drawing Made Out Of 18mm Thick Waterproofing Ply. The Outer Laces To Be Finished With High Quality 4 Mm Thik Veneer Or 1 Mm Thik Mica Etc.
246	Providing and fixing Single Bed of Size 2025Lx1000Dx650H with matress and pillow. Understructure: - The legs are made of Square tube of size 25 x 25mm made out of MS with a thickness of 1.2 mm. The legs should have corner brackets welded to it at two levels. The corner brackets are made of 2mm thick CRCA having a L shaped structure to join the side panels and headboard to the leg. Three nos. of Horizontal stiffeners are provided at equal intervals. The stiffeners are made of Square tube of size 25 x 25mm made out of MS with a thickness of 1.2mm. The middle Horizontal Stiffener has a leg attached to it to transfer the load to the ground and add to the strength and stability of the complete structure. This leg is also made of Square tube of size 25 x 25mm made out of MS with a thickness of 1.2mm. All Metal components to undergo 7 tank treatment process and should be powder coated to the thickness of minimum 50 Microns DFT.Side Panel: - The side panels are made up of 18mm thick Prelam Particle Board with both side decorative laminate. All exposed edges are sealed with 2mm thick PVC edge Banding. The overall width of the side panel is 150mm. The side panels have 18mm thick prelam particle board Baton running for required length to add rigidity to the structure.Head Board :- The head board is made up of 18mm thick Prelam Particle Board with both side decorative laminate. All exposed edges are sealed with 2mm thick PVC edge Banding. The head board size to be considered as 1000 x 650mm.Foot Board :- The foot board is made up of 18mm thick Prelam Particle Board with both side decorative laminate. All exposed edges are sealed with 2mm thick PVC edge Banding. The head board size to be considered as 1000 x 450mm.Bed Base: - The Bed Base is made up of 12mm thick Prelam Particle Board with both side White laminate.
247	Supplying & placing in position of Godrej/Herman Miller/Haworth - Oxbo Visitor Chair. SEAT ASSEMBLY: The seat assembly should be made up of 1.2 ±0.1cm. thick hot-pressed plywood, upholstered with fabric upholstery covers and moulded Polyurethane foam. SEAT SIZE: 47.0 cm. (W) x 48.0 cm. (D). BACK ASSEMBLY: The back asembly should be made of powder coated (OFT 40-60 microns) tubular frame of 2.54 ±0.03cm. x 0.2 ±0.016cm.thk. MS ERW tube designed with contoured lumbar support for extra comfort. The back should be upholstered using double layer spacer mesh fabric with high tenacity yarn. BACK SIZE : 46.5 cm. (W) x 60.5cm. (H). HIGH RESILIENCE (HR) POLYURETHANE FOAM: The HR polyurethane foam should be moulded with density =45+/-2 kg/m3 and hardness load 16 ± 2 kgf for 25% compression. ARMRESTS: The one-piece armrests should be injection moulded from black Co-polymer Polypropylene. TUBULAR FRAME: The powder coated (DFT 40-60 microns) tubular frame should be cantilever type & made of Ø2.54 ±0.03cm. x 0.2 ±0.016cm thick M.S.E.R.W. Tube. All metal components should be of MS CRCA of Tata Steel or Sail or Jindal Steel and pre treated with zinc phosphating in 8 tank porcess and then powder coated with epoxy polyster powder coating of Kansai Nerolac Paints or Asian Paints. Test reports conforming to relevant ISI codes for raw material, powder coating/ anodizing with anti-rust surface treatment inclusive of method of tests i.e. Dry film/ coating thickness, Finish, Gloss 60°, Colour retention, Scratch hardness, Impact resistance test, DFT measurement, Salt spray test, Adhesion Cross cut test. Goods should be supplied in knocked down construction and should have low VOC emission. The material shall be supplied from ISO 9001:2015, ISO 14001 :2015, ISO 45001 : 2018, BIFMA, AIOTA, GREENGUARD from UL or IAQ (Indoor Air Quality) from SGS Certified Manufacturers and as directed and apporved by Consultant and Engineer in charge.
248	Dust bin - Providing and arranging in position dust bins out of Stainless Steel Sheets Grade 304 with or without perforations (minimum Size 200 millimeter diameter x 400 millimeter Height). All complete as per detail drawing, as specified and as directed by Engineer In Charge. The rate shall be inclusive of all labor, material, wastage, scaffolding, transportation, and leads, lifts at all Floors and shall be as directed by Engineer in charge
249	Wall Clock- Providing, Supplying and installing of Office wall clock, wall mounted, round in shape with shiny metal textured or wooden frame with white interface and bold numbering on it with size of minimum diameter 450mm with real silent sweep movement, make:- Ajanta or similar. All complete as per detail drawing, as specified and as directed by Engineer In Charge. The rate shall be inclusive of all labor, material, wastage, scaffolding, transportation, and leads, lifts at all Floors and shall be as directed by Engineer In charge
250	Modular Kitchen for PantryPantry Unit FloorSink Unit 1000 mm, Canadian Walnut, Soft ClosingFloor Shelf unit 900 mm, Canadian Walnut, Soft ClosingFloor Shelf unit 900 mm, Canadian Walnut, Soft ClosingTop UnitDish Kit 600 mm, Canadian Walnut, Soft ClosingTop Shelf unit 1000 mm, Frosty White, Soft ClosingTop Shelf unit 900 mm, Frosty White, Soft ClosingTop Shelf unit 900 mm, Frosty White, Soft ClosingBRUSHED ALUM. SKIRTING 100mm HARDWARE PACKET FORKITCHEN CABINETSLegs 100 mm128 MB HANDLE
251	Excavation for roadway in earth soil of all sorts, sand, gravel or soft murum including dressing section to the required grade camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m and spreading for embankment or stacking as directed.
252	Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m and spreading for embankment or stacking as directed.
253	Excavation for roadway in soft rock including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m and spreading or stacking as directed.
254	Supplying hard murum at the road site.
255	Supplying soft murum at the road site including conveying and stacking complete.
256	Spreading hard murum for side width complete.
257	Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering complete.
258	Construction of granular sub-base by providing close graded Material, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller complete as per clause 401.For Grading- II Material.
259	Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 milimetre, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor/ by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing and curing including preparation of sub-grade surface if required etc. complete.
260	Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395:1997 below concrete pavement including all materials and labour complete.
261	Providing and laying in situ cement concrete M30 with tremix treatment for 200 millimeter thickness for flooring with groove cutting of 4 millimeter wide and 20 millimeter deep with necessary refilling with bitumen etc. complete.
262	Providing and fixing in position TMT FE-500, 25 milimetre diameter dowel bars precoated with anticorrosive epoxy paint of required diameter 60 centimetre Long and at 30.00 centimetre center to center and wherever directed including handling, straightening, necessary cutting supported by HYSD chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.
263	Providing and fixing in position TMT FE-500, tie bars precoated with anticorrosive epoxy paint of 12 milimetre dia. 70 cm. long and at 30.00 cm. C/C & wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of HYSD chairs with proper alignment etc. complete.
264	Providing and Fixing heavy duty inter locking concrete Gray Paving blocks of 60 millimeter thickness etc. complete
265	Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80 milimetre thick in M-40 grade of approved size and shape for city streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand /crushed sand of 50 milimetre thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.
266	Stamp Concrete of 100 mm Thickness - Providing and Laying in-situ M-30 Grade unreinforced plain cement stamp concrete of 100 mm thickness pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate (natural sand / VSI grade finely washed crushed sand) conforming to IS:383, as per mixed in a batching and mixing plant/ non tilting mixer and weigh batcher as per approved mix design, admixtures, transporting to site, including spreading, laying with approved make paver, compacted and finished in a continous operation, finishing to lines and grades. Also Providing, Placing and applying stamp powder which is light fast UV resistant pigment with appropriate chemical compounds of desired colour on base concrete after excess bleed water has evaporated using dry shake method @5kg per sqm. Including texturing and covering with plastic sheet (min. 200 micron thickness) and also applying two coats of UV-stable, 30% solids clear sealer @ 150 to 250 gms per square metre using surface roller and protecting from falling dust,dirt and curring by curring compound/ by providing cement vata in cement Mortor 1:8 @ 0.6 m x 0.6 m center to center, admeasuring 80 mm at bottom and 40 mm at top with depth of 75 mm and maintaining the same throughout curing period by any other method approved by Engineer-incharge or Landscape architect etc. complete. (Prior approval of superinteding Engineer will be necessary).
267	Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb with gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation, using Concrete Batching and Mixing Plant.
268	Supplying and Fixing of Molded Shank Raised Pavement Markers/ Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens. Fixing will be by drilling holes on the road using epoxy resin based adhesive etc. complete.
269	Providing and Laying of Rumble strips with Plastirib 2K, or equivalent 2 component cold plastic profiled material to give total width of 500 mm and height of 10 mm. Ramp provided to give width of 145 mm, width of ribs to be 55mm laid at centre to centre distance of 35 mm, with reflective glass beads @ 350 gm / sqm. The finished surface to be levelled, uniform and free from streaks and holes, to be applied on the edge lines, including surface cleaning and cost of all materials etc. complete.
270	Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete.
271	Providing and making ISI Mark ferrule connection of 15 milimetre diameter to water main including excavation and reinstatement complete.
272	Providing and making ISI Mark ferrule connection of 32 milimetre diameter to water main including excavation and reinstatement complete.
273	Providing and making ISI Mark ferrule connection of 50 milimetre diameter to water main including excavation and reinstatement complete.
274	Providing and fixing 40 milimetre. diameter Ball cock medium type with Poly Venyl Chloride float including sockets and necessary fittings and tested as per municipal requirements complete.
275	Providing and laying in trenches 50mm dai. uPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc.complete.
276	Providing and fixing 50 mm diameter water meter with non return valve including water meter box and lock.[without chamber].
277	Providing and fixing in position UPVC ultra violet stabilized 110 mm outer diameter cowl dome confirming to I.S.4985 including making joints with solvent cement etc. complete
278	GARDEN SOIL : Supplying on site gardensoil well sieved 90% to pass through I.S. sieve of 10 mm size free from stones rubbish like dried grass mots and other such materials. The soil should be fresh from qarry. The colour of the soil generally be red. The soil will be measured by measuring box .(Farma) (Item includes Royalty charges, Transporting, loading unloading etc.) lead charges for 20k.m. is considered
279	Preparing Lawn (30 cms.Depth) Excavating the ground to a required depth of 30 cms. Removing & conveying unwanted stuff to a required distance as directed. Filling fresh garden soil/silt & manure in excavated area in 3:1 proportion to a height of 30cms. Mixing garden soil and manure thoroughly, well, leveling, watering on previous night. Planting required variety of lawn grass as directed and maintaining till well established by watering, weeding, clipping, rolling etc. complete
280	Preparing Shrubbery:- Excavating the ground to a required depth of 30 cms. Removing rubbish & conveying unwanted stuff to a required distance as directed. Filling fresh garden soil & manure in excavated area in3:1 proportion to a height of 30 cms. Mixing garden soil and manure thoroughly well, leveling, watering on previous night. Planting well, levelling, watering on previous night. Planting well developed shrubs plants, 0.50 mtr. height, 0.45 Mtrs, apart as dircted and maintaining till well established by watering, weedings, Stirring replacing, replacing casualaties etc. complete.
281	Preparing flower Bed:- Excavating the ground to a required depth of 30 cms. Removing & conveying unwanted stuff to are quired distance as directed. Filling fresh garden soi & manure in excavated area in 3:1 proportion to a required height of 30 cms. Mixing garden soil and manure thoroughly, well, leveling, watering on previous night. Planting seedlings of required annuals 25 cms. apart Maintaining till well established by watering, weedings, Stirring replacing of casualties etc, Complete.
282	Planting large flowering/Shady trees:-(Minimum Height to 2 Mtr.)Digging pit with size 0.9 m × 0.9 m × 0.9 m Removing & conveying unwanted stuff to a required distance as directed. Filling the pit with approved excavated material up to a hight of 0.30 m. and remaining height of 0.60 m. with fresh garden soil & manure in in 3:1 proportion. Mixing soil and manure thoroughly well, leveling, as directed, watering previous night. Planting two or three year old,minimum 2.0 mtr. mtr. hight, healthy tree sapling as per specifications. Maintaining till well established by watering, weedings, Stirring of soil, staking, replacing of casualties etc. complete.
283	Removal of plants / ficus grown bypullingout root systemembedded inmasnory, cutting stem and application of high/gur/lime formulation as specified by the Architect or otherpatented chemical biocide treatment such as biocide 'Glycel' (iso proplamine salt ofglyphosate)orotherchemicalasspecifiedbytheEngineer in charge etc. complete.
284	Excavation for all kinds of soil Earthwork in excavation for all kinds of soil by any means including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of bottom, preparing the bed for the foundation and necessary backfilling, and disposal of surplus excavated earth for all lead within site area/ plot boundary and lift upto 1.5 mt depth including dewatering and working in or under water and/or liquid mud, including pumping out water/ slush as required etc complete as directed by engineer-in-charge. in case of excavation for making base for road work, pavement works walkway, etc, proper slop and camber by any means shall be maintain and dressing of the sides shall be made as per requirement and as directed by engineer-in-charge.
285	Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift upto 1.50 m) by Mechanical Means..
286	Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting, dewatering etc. complete (lift upto 1.5 m) by Mechanical Means.
287	Excavation for all kinds of soil Earthwork in excavation for all kinds of soil by any means including getting out the excavated soil, sorting and stacking of useful material, dressing of the sides, ramming of bottom, preparing the bed for the foundation and necessary backfilling, and disposal of surplus excavated earth for all lead within site area/ plot boundary and lift from 1.5 to 3.0 mt depth including dewatering and working in or under water and/or liquid mud, including pumping out water/ slush as required etc complete as directed by engineer-in-charge. in case of excavation for making base for road work, pavement works walkway, etc, proper slop and camber by any means shall be maintain and dressing of the sides shall be made as per requirement and as directed by engineer-in-charge.
288	Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift from 1.5 to 3.0 m.) by Mechanical Means.
289	Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 meters beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/ murum, ramming, watering including shoring and strutting, dewatering etc. complete. (Lift from 1.5 metre to 3.0 metre) by Mechanical Means.
290	Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (Prior approval of Superintending Engineer will be necessary)
291	Providing and laying Cast in situ/ Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade).
292	Filling available excavated earth (excluding rock) Filling available excavated earth (excluding rock) in trenches, plinths, sides of foundations, plot filling, etc. in layers not exceeding 20cm in depth, with optimum moisture content to give at least 95% of the maximum dry density (proctor density) including watering, ramming, and compacting by any means for compaction, including transportation, loading, unloading, screening, passes, etc. all complete for all lead (from anywhere from site/ plot area) and lift and as directed by the Engineer-in-charge
293	Carriage of excavated earth/ gravel by mechanical transport including loading, transporting, unloading, stacking & levelling at the non-objectional location for a lead of 5.0 Km beyond the initial lead and all lifts, etc complete and as per direction of Engineer-in-Charge. Item shall be executed after prior approval of the Engineer in charge.
294	In cement mortar - Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
295	Dismantling doors, windows and Grills (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :of area 3 sq. metres and below
296	Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead
297	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
298	Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
299	For thickness of tiles 10 mm to 25 mm
300	Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
301	G.S. Sheet
302	Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
303	Removing of paint by any means (using chemical, mechanical and manual etc) from any surface without damaging existing structure (which to be retained) including disposing of unserviceable material outside the campus at non objectional place for all lead and lift as directed by Engineer-in-charge. Item shall be executed after getting prior approval from Engineer in charge.
304	Raking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the surface for re-pointing/ refilling of joints, including disposal of rubbish to the dumping ground within 50 metre lead.
305	Concrete (PCC) of grade - M15Providing and laying in position machine batched, machine mixed plain cement concrete (PCC) of grade - M15 including compaction, vibration, formwork, curing, transporting, finishing, and pumping wherever necessary, dewatering (if required), etc. complete for all level, all height/ depth and for all lead and lift and as directed by the Engineer.
306	Providing and laying Cast in situ/ Ready Mix cement concrete Mix-25 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete Slabs and Landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/ pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade). ( Ground Floor )_For Trench
307	Providing & constructing Brick Masonry Inspection Chamber 60 cm x 45 cm x 90 cm with frame fixed in cement concrete with R.C.C. cover medium duty 140 kilogram with frame etc. complete.
308	Providing and constructing Ductile Iron circular manhole 45 cm dia. At top 90 cm at bottom up to 1.80 meter to 2.70 meter depth including excavation, laying 1:4:8 cement concrete bedding 15 cm thick burnt brick mansonry with 1:1 cement mortar plaster 25 mm thick inside and outside 20 mm (1:3) ductile iron heavy type cover with ring 125 kg in weight. High strength. More life and Durability, Good Antiskid Grip, Suitable to heavy theatric loading, Light weight casting after cost benefits for Transportation Refilling etc. as per requirement. with prior approval of concerned Superitending Engineer.
309	M 30 - below plinth structures, raft, strip foundations, grillage and footings of R.C.C. columns etc.
310	M 30 - RCC column, walls, Retaining walls and any vertical element
311	M 30 - RCC beam, Lintel, Coping element
312	M 30 - slab,landing slab, duct, interception barrel,Waist slab, and steps of staircases etc.
313	Providing and laying Weep Holes of 100 milimetre diameter Asbestos Cement / PolyVenylChloride pipes as per drawing for abutment returns, return walls etc. complete.
314	Thermo-Mechanically Treated bars CRS (Fe 550 D) - Reinforcement for R.C.C.Providing and fabricating Reinforcement for R.C.C. work (in repair work of existing/New works) including decoiling, straightening, cranking, cutting, bending, placing in position, and binding (with GI wire) or/and welding all complete for all leads and lifts, all levels, all floors, all heights/depths, etc complete as per drawing/design and as directed by the Engineer in charge.No separate payment shall be made for chairs, pins, lifting hooks, spacers, wastage, rolling margin, and soft drawn annealed binding wire of diameter not less than 1.5 mm, concrete or/and PVC cover blocks as per requirements, and all such other hardwares necessary to execute reinforcement work.
315	Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cmto 20 cm thick including hand packing and compacting etc. complete
316	BRICK MASONRY WITH CEMENT MORTAR- -Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)
317	Brick work in plain arches in superstructure above plinth level and upto floor five level including centering and shuttering complete for span up to 6 metres with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand).
318	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand)
319	Providing and fixing Expose Brick work with exposed quality bricks (Brick shall be customized wherever required & size of brick shall be as per exisiting match or as per issued drawing) of approved make conforming to IS 1077-1992 having compressive strength not less than 50 Kg/cm2 in in lime surkhi mortar 1:1.5:1.5 (1 Lime : 1.5 Surkhi : 1.5 Sand) including making grooves with steel/ wooden strips, racking the joints, finishing, curing, scaffolding in super structure, for all floor, all level etc. complete as directed by Engineer-in-charge. Brick work in any pattern, any shape, any thickness of wall with cutting of brick in any shape as per drawing. Item shall be applicable for exposed brick work only.
320	Providing and laying Brick masonry works in super structure using kiln burnt, first class bricks confirming to IS 1077-1992 having crushing strength not less than 50 kg/Sq.cm (Brick shall be customized wherever required & size of brick shall be as per exisiting match or as per issued drawing) in lime surkhi mortar 1:1.5:1.5 (1 Lime : 1.5 Surkhi : 1.5 Sand) in any shape, thickness and all level/ height; in line, level, plumb including finishing, toothing in existing masonry work (wherever required), curing, scaffolding, racking of joints (both sides) etc. complete, as per drawing and as directed by Engineer-in-charge.
321	Pointing the joints of existing any type of masonry work with 1:1 lime mortar (1 lime : 1 Chirodi/ quartz sand) including mixing, adding approved additives such as guggal, methi, jaggery, molasses etc with required tools and tackels including finishing, curing, scaffolding in super structure/ sub structure, for all floor, all level, all height, all depth etc. complete as directed by Engineer-in-charge. Item shall be executed for existing masonry surface only after prior approval of engineer in charge. Elevation area of masonry work in which pointing the joints executed shall be measured for payment. Item shall be executed after prior approval of Engineer in charge. Sample and mock-up shall be approved by Architect before mass execution.
322	Pointing the joints of existing any type of masonry work with ready mix polymer modified cement mortar of approved make with required tools and tackels including finishing, curing, scaffolding in super structure/ sub structure, for all floor, all level, all height, all depth etc. complete as directed by Engineer-in-charge. Item shall be executed for existing masonry surface only after prior approval of engineer in charge. Elevation area of masonry work in which pointing the joints executed shall be measured for payment. Item shall be executed after prior approval of Engineer in charge. Sample and mock-up shall be approved by Architect before mass execution.
323	Average 15 mm thick waterproof Cement plasterProviding and applying an average 15 mm thick waterproof single coat smooth / wired finish cement plaster on sides of masonry work/block work / RCC work, in any shape, in CM 1:3 (1 cement : 3 fine sand) and waterproofing compound of approved make in proportions recommended by the manufacturer, finishing the surface wired finish / smooth finish with a floating coat of neat cement slurry for all floors, all height including hacking to RCC surface, scaffolding, curing, etc. complete as directed by engineer-in-charge.
324	Average 20 mm thick Sand Faced Cement plasterProviding and laying average 20 mm. thick Sand faced cement plaster on masonry work / RCC wall upto any height above ground level and for all shapes consisting of first coat (backing coat) average 12-15 mm. thick with CM 1:4 (1 cement: 4 coarse sand) rough wired finish and second coat of average 6 mm. thick uniform grained textured by using any means, in CM 1:2 (1 cement: 2 sand), including scaffolding, hacking to RCC surface, forming grooves, drip moulds, pattas, curing etc. complete as directed by engineer-in-charge.
325	Providing and applying lime plaster in two coats having backing coat of average 20mm thick in 1:1.5:1.5 (1 Lime : 1.5 Surkhi : 1.5 Sand) and finishing coat of 5 mm to 10mm thick in 1:1 lime mortar (1 lime : 1 Chirodi/ quartz sand) including mixing, adding approved additives such as guggal, methi, jaggery, molasses etc, applying to masonry surface in all position, finishing the surface even and smooth with lime punning, curing, scaffolding etc. complete for all level, all height and as directed by Engineer-in-charge. Sample and mock-up shall be approved by Architect before mass execution.
326	Making Exsiting design pattern in Lime plaster adding required shade of pigment in lime plaster to achieve required elevation as per drawing including finishing, curing etc complete for all floor all level, all height and as directed by Engineer in charge. Sample and mock-up of required pattern and shade shall be approved by Engineer incharge before mass execution.
327	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600
328	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. completeSize of Tile 600x600 mm
329	Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
330	Providing and laying Basalt Stone 100mm thick for tread, coping, flooring and steps of approved quality, selected and sorted for uniform color, finish & texture of required sizes and in required patern as per drawings on minimum 40mm thick bed of lime mortar 1:2:9 (1 cement: 2 lime: 9 sand), as per approved sample, including filling the groove with lime mortar 1:2:9 (1 cement: 2 hybrid lime: 9 sand) with matching pigment as sample approved. No mortar is to be visible on the surface. Exposed edge of stone shall be with rounded corner treatment in even thickness and finished same as slab finish as per drawing including curing and cleaning with wire brush to remove excess mortar on the sides of stone, loading and unloading etc. complete as approved by Architect and as directed by Engineer in charge. Loose and laid sample shall be approved by Architect and EIC before execution. The Contractor shall prepare samples and get approval from the Engineer-in-Charge before execution of the work. The architect and the Engineer-in-Charge reserves the right to reject part or all of the work if found substandard or not as per the approved sample/mock-up.
331	Providing and laying 50 mm thick Basalt Stone for flooring, coping and riser, tread, steps of required size, shape, approved quality, selected and sorted for uniform color, finish & texture of specified sizes as per design in any pattern on a bed of 40mm thick lime mortar 1:2:9 (1 cement: 2 lime: 9 sand), and filling the gap in 1:2 Mortar as sample approved, including filling the groove with lime mortar (1:2) with matching pigment as sample approved. No mortar is to be visible on the surface. Exposed edge of stone shall be with rounded corner treatment in even thickness and finished same as slab finish as per drawing including curing and cleaning with wire brush to remove excess cement on the sides of stone, loading, unloading etc. complete as approved by Architect and as directed by Engineer in charge. Loose and laid sample shall be approved by Architect and EIC before execution. The Contractor shall prepare samples and get approval from the Engineer-in-Charge before execution of the work. The architect and the Engineer-in-Charge reserves the right to reject part or all of the work if found substandard or not as per the approved sample/mock-up.
332	Solid Basalt stone work:Providing and fixing machine cut solid basalt stonework, made out of any type of basalt stone (as per design intent requirement) in various types of stone elements, e.g. ashlar stone masonry, kerbs, coping, solid steps, benchs, solid stone railing, solid seating, spout, building element, stone plank, stone bracket as per design intent, solid stone work for temple, additional stone work required to repair and conserve the existing stone work etc. in the required size, shape and thickness as per the approved drawings and approved samples. The exposed surface of the stones shall be with machine cut finished/flamed finish/sand blasted/river washed, or/and as specified as per design intent, and as approved by the Engineer-in-Charge. The stones shall be chamfered at the edges as per the drawings (if required). Any type of stone elements shall be fixed with guage hybrid lime mortar 1:2:9 (1 cement: 2 lime: 9 sand)/ready mix mortar/stone fixing adhesives, including making joints with or without grooves and joined with lime/ cement mortar and matching pigment, mechanical systems, if required (like stone dowels, SS 316 anchor fasteners, cramps and pins), including pointing with lime mortar 1:2:9 (1 cement: 2 lime: 9 sand)/ resin based cementitious grout of a matching shade/white cement mortar 1:2 (1 white cement : 2 stone dust of same stone), with an admixture of pigment matching the stone shade and approved engineered stone joinry as per design intent. The rate shall be inclusive of all materials, labour, transportation, hoisting in position (by any means), all type of fixing materials and fixing systems, pointing, scaffolding, etc., complete, for all floors, all levels and as directed by the Engineer-in-Charge. Civil work (i.e. excavation, base PCC) for the base shall be paid under the relevant Tender item.
333	Removing and refixing existing stone work 1) Contractor shall carefully remove the existing stone in required area without demaging surrounding, including base mortar in required thickness and Lowering down carefully existing stone manually/Mechanically as per requirement in proper order including shifting the stone elements up to safe distance and stacking them as directed, removing rubbish and clearing the site etc. complete2) Clean the stone, removing base mortar/or other dirt and stack carefully at any place for all lead and lift as directed by engineer in charge.3) Numbering the removed elements in proper order before lowering down with approved colour and shade as directed by the engineer in charge.4) Providing Soil bag support or other required support to the structure/elements before lowering/removal of the stones to taking care for no damage caused to the existing/surrounded structure. Stability of existing/surrounded structure shall be the responsibillity of the contractor. 4) Refixing the same stone at any location (as per design/ pattern to match existing and as per drawing for any type of stone works as directed by the engineer in charge in Superstructure, Substructure, foundation & below Plinth in lime mortar 1:2:9 (1 cement : 2 Lime : 9 sand ) in any shape, any thickness, plumb including toothing in existing stone work (wherever required), executing it in similar way to already exisiting works (Wherever required), finishing, curing using suitable method, scaffolding, racking of joints, flush jointing, engineered joinery, other approved fixing method, pointing using any type of suitable joining mortar, protection etc. complete for all depth/height/thickness, as per drawing and as directed by Engineer in Charge. In case, if it is required as per design intent to add the additional stone member, It shall be execute by the contractor to complete the work as per design intent, however, New additional stone member shall be payable in relavent tender item. 4) Mock up work shall be done for approval from the architect and the engineer in charge before mass execution. Mass execution shall be execute confirming to approved mock up. Architect reserves right to reject part or all work of sub standard or not in confirmation to approved sample as per mock up. Actual executed Volume of stone works shall be measured for payment without considering any wastage.Rate shall be inclusive of removing, cleaning, refixing, storage and taking for refixing from stockyard for all lift and all lead, curing, cleaning etc all mentioned above. complete and as directed by Engineer-in-charge
334	BASALT STONE FLOORING Basalt Cladding/Lining worksProviding and fixing machine cut, polished or any type of textured finish, approximate 25 mm thick Basalt of any shade in any size for cladding work, Lining works, jambs of door window, dado, skirting etc., using a mechanical wet system for all heights, all lift, in the required design and pattern as per drawing. Stones shall be laid on any surface (gypsum/ cement plaster/ concrete/Metal or any type of other) fixed with High performance, polymer modified, non-slip, compatible adhesive (IS-15477) in minimum 6mm thickness of approved make and as per manufacturer's specification along with mechanical system if required for stability. Cladding shall be secured to the back and sides/edge of stone (additional strengthen) by means of SS 316 cramps/ pins/ clamp (at minimum 300mm centers along the length of stone) as per requirement etc complete for all level, all height and as directed by Engineer in charge. Stability and performance of cladding/lining work shall be responsibility of the contractor. Contractor shall prepare shop drawing based on concept design/ drawing and get approved from Engineer in charge. All joints shall be treated with white cement mixed with matching pigment/ cementitious grout of matching shade, with epoxy touch-ups, including rubbing, curing, moulding, and finishing the exposed edges to match the specified finish. The exposed surface of the stone shall have the desired finish as approved. Stones shall be chamfered at the edges as per the drawings (if required). the corner joinary of stone cladding work shall be as per design intent. Rate shall be inclusive of all material (stone, sealer coat on internal sides and edges, adhesive, SS 316 cramps/ pins etc), labour for fixing, moulding, champhering, rubbing, curing, finishing, cleaning, protection, scaffolding, wastage etc. all complete as per approved shop drawings, and as directed by the Engineer-in-Charge. Backing coat plaster and water repellent coating shall be paid in relevant tender item. The Contractor must prepare a sample and obtain approval from the Engineer-in-Charge before proceeding with the work. The architect and Engineer-in-Charge reserves the right to reject any part or all of the work if it is substandard or does not conform to the approved sample/mock-up. The area of sandstone wet cladding shall be measured for payment without considering any wastage.
335	Additional Floor bedding with lime mortar : Providing and laying hybrid lime mortar 1:2:9 (1 cement: 2 lime: 9 sand) for additional thickness below flooring item required for gradient and as per drawing and as directed by engineer in charge including spreading as per gradient, levelling, finishing, curing etc complete as directed by Engineer in charge.
336	Carving work on any type of stone elementsExtra for carving work for any type of carving on any type of stone elements i.e. for on solid stone base, parapet, wall, cladding, in elevation, column cladding, or other similar elements on any type of stone by manual or with CNC/ water jet machine as per drawing. Contractor shall prepare shop drawing (scale 1:1) base on concept design and get approved. Sample shall be approved by Engineer in charge. Mock-up shall be carried out as per approved shop drawing and sample. Actual area of carving on stone shall be measuerd for payment.
337	Apex Ulitima paint with primer - Exterior gradeProviding and applying 100% Smooth exterior paint with exterior primer of Two coats of paint including required number of priming coat of exterior primer as per manufacturer's specification of approved make and shade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of required shade over any surface to complete for all floors all heights all levels. Exterior paint and primer shall have minimum 7 years warranty.
338	White washing/Colour Washing with limeWhite wash with lime on any surfaces (Min 3 coats with brush) to give an even shade at all heights/ all levels/ all floors including scraping the existing painted surface (if required), thoroughly brooming the surface to remove all dirt, dust mortar drops and other foreign matter including necessary scafolding, tools, tackels for all height all level etc. complete as directed by enginweer in charge.
339	Enamel Paint on any SurfacesProviding & applying two coats of enamel paint on all surfaces of existing metal / wooden element/ member including proper surface preparation (i.e. sand papering to remove existing paint, rusting, removing foreign matter, and making smooth, etc), metal putty (if required), applying 2 coat zinc chromate yellow oxide primer or other suitable prime/base coat and minimum 2 coat of enamel paint of approved make, shade, finish as per manufacturer's specification, all heights/ all levels/ all shapes & sizes with all leads & lifts for existing work of any type of metal or wood section etc. complete. as directed by the engineer in chrage.Elevation Area of Painted surface of Metal and wood element shall be measured for payment. Patta/bend less than 300 mm and carving/ornamental motif etc. depth upto 300 mm in same metal element for which paint to be done shall not be measured for payment seprately.
340	PU polish - for external/internal wooden & veneered surfaces:Providing and applying interior/exterior grade water-based polyurethane (PU) polish of any shade and finish (matt, glossy, or semi-glossy) of an approved make on new or existing external and internal wooden and veneered surfaces at all levels and heights. The polish work shall be carried out as follows:1) Surface Preparation: Sandpapering with various grades, up to 220 macro grit, to the satisfaction of the Engineer-in-Charge.2) Sealer Application: Applying two coats of sealer using a spray gun or other suitable means, allowing sufficient drying time as per the manufacturer’s specifications.3) Wet Rubbing: Once the sealer coat has dried, wet rubbing with fine emery cloth using ample water to remove the excess sealer layer and smooth the surface. After wet rubbing, apply special grade PU fillers to fill any small or large holes/grooves. Allow the filler coat to dry as per the manufacturer’s specifications.4) First Coat of PU Polish: Apply the first coat of PU polish with a spray gun or suitable means. Once dry, sandpaper the surface using fine sandpaper up to 400 micro-grit. This process shall be repeated three times, ensuring a smooth finish.5) Stainer Coat Application: Apply a stainer coat of the approved shade, if required. Sandpaper the wood surface using fine sandpaper up to 600 micro-grit as per step wise requirement for polishing, to achieve a smooth finish, to the satisfaction of the Engineer-in-Charge.The polish application shall be conducted according to the manufacturer’s specifications and as directed by the Engineer-in-Charge. A sample must be approved by the Architect before the full execution of the work. The single time applied area of polish shall be measured for payment without considering any wastage.
341	Extra cost for Designing area - Providing and applying 100% Acrylic Smooth exterior paint with exterior primer of Two coats of paint including required number of priming coat of exterior primer as per manufacturer's specification of approved make and shade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of required shade over any surface to complete for all floors all heights all levels. Exterior paint and primer shall have minimum 7 years warranty. ( Measurement will of designing Area Elevation One Time )
342	Applying two or more coat of Ethyl Silicate chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with brush or spray on the existing stone masonry surface till there is no further absorption of chemical by stone surface, including protecting the applied surface from direct sunlight by suitable means during application, all complete as per direction of the Engineer in-Charge (The rate is inclusive of all materials & labours involved except scaffolding).
343	Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sand stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding).
344	Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black f inished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane3 mm thick
345	Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.
346	Pre-coated galvanized iron profile sheets:Providing and fixing pre-coated galvanized iron profile sheets (size, shape, and pitch of corrugation as approved by the Engineer-in-Charge), with a total coated thickness of 0.50 mm (base metal thickness of 0.45 mm and a coating thickness of 0.05 mm). The sheets shall have a zinc coating of 120 grams per sqm as per IS: 277, in 240 MPa steel grade, with a 5-7 micron epoxy primer on both sides and a 15-18 micron polyester top coat.The sheets shall be supplied with a protective guard film of at least 25 microns to prevent scratches during transportation and shall be available in single lengths up to 12 metres or as specified by the Engineer-in-Charge. The sheets shall be fixed using self-drilling/self-tapping screws (size 5.5 x 55 mm) with EPDM seals, suitable for any pitch, on horizontal, vertical, or curved surfaces.The work includes cutting to size and shape where required but excludes the cost of purlins, rafters, and trusses. The actual installed plan area of the GI profile sheets will be measured for payment, excluding any wastage.
347	Ridges plain (500 - 600mm) - Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
348	Flashings/ Aprons.( Upto 600 mm) -Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
349	Gutter (600 mm over all girth) -Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
350	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
351	Providing and fixing best quality kiln seasoned, termite treated first class Indian teak woodwork (Similar to existing wherever required and as per design intent/drawing) in frames of doors, windows,Jali, transom, ventilation, and wooden jambs, wooden column, wooden lintel, wooden tie-in masonry wall, wooden gate, light fixing arrangement in wooden, wooden railing, wooden staircase, Wooden memebers for exisitng door-window frame and shutter, Wooden Chajja as per design intent, Wooden Electrical switch-socket board, any type of interior work/element, additional member required in existing door/window works, etc. and fixed in position with hold fast lugs and/ or anchor fasteners of required type and size etc. for all level, all height as per drawing and as directed by Engineer-in-charge. The rate shall be inclusive of all types of joinery work, making provision of MS bar in the frame, all types of consumables, accessories, fastener, screw, nails, adhesive, sealant, any type of corner treatment i.e. chamfering, pencil corner, bevelling, moulding, etc complete. M.S. bar, hardware, and Polishing/ painting shall be paid in relevant tender items. The contractor shall get the approval for the loose sample of wood from the Engineer in charge before execution. actual volume of executed wooden work without any wastage shall be measured for payment.
352	Providing and fixing machine cut wooden log/ member for wooden truss system using kiln seasoned, termite treated first class Indian teak wood of required shape, size and length as per drawing and as approved. This system shall have wooden purlins supported on the trusses using wooden cleats and bolts. Wooden truss system shall contain girder, truss member, purlins, spar member, wooden plank, batten, ceiling plank, false ceiling, framing etc with engineered joinery as per drawing including required all consumable, accessories, SS 304 anchor fastener, SS 304 screws, nails, metal streps, bolts, adhesive etc complete for all levels, all height and as directed by Engineer-in-charge. The contractor shall prepare shop drawings with all joinery detail and submit to Architect for approval. Work shall be carried out as per approved shop drawing. The volume of actual installed wooden members shall be measured for payment without considering any wastage.
353	Refixing existing wooden door & windowRefixing the existing door,window, transom, ventilator, Jali, etc. of any size with frame and shutter, including by making provision of new hardware, proper sizes, side of opening as per drawing and as directed by Engineer in charge. Rate shall be inclusive of cleaning of door/ window shutter with frame, making provision of hardware, resize (if required), dash fastener of approved make for refixing the door, all necessary accessories (screws, adhesive, nut, bolt, washer etc), termite treatment to frame and shutter before and after fixing etc for all level, all height etc complete. Cost of termite treatment, painting, removing existing paint/polish, new wood (if required) shall be paid in relevant tender item. The out to out elevation area of element shall be measured for payment.
354	Refixing the existing wooden truss member, wooden railing and wooden columnRefixing the existing wooden truss including joining of all members of the truss system, making provision of new services, and proper sizes, as per drawing and as directed by the Engineer in charge. Rate shall be inclusive of cleaning of truss member with spars, purlin, rafters, cleat, wooden railing member, wooden column, wooden gate, wooden staircase, wooden chajja or similar etc. making provision of new services, resizing (if required), dash fastener of approved make for refixing the truss member with spars, purlin, rafters, etc. all necessary accessories (screws, adhesive, nut, bolt, washer, anchor fastener, etc), fitting (if any), termite treatment to truss member and framing before and after fixing, etc for all level, all height, etc complete. The volume of actual installed wooden members shall be measured for payment. The cost of termite treatment, painting, removing existing paint/polish, and new wood (if required) shall be paid in the relevant tender item.
355	Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.
356	Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier) cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including: (b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. (c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. (d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. (e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified.
357	Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.
358	Providing and fixing Scaffolding net of required width made of high density Polyethylene UV stabilized knitted on warp knitting machines having density 100 gram / sqm and shading coefficient minimum 75% around the construction site/ for vertical extension as per requirement including fastening/tying with building/scaffolding pipes or with any other f ixtures etc. complete as per direction of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding net from start of work till completion of work including shifting if any. The Scaffolding net shall be the property of the contractor on completion of the work)
359	75 mm average thickness - Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
360	50 mm average thickness - Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
361	25 mm average thickness -Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
362	Bars upto 12 mm diameter -Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
363	Bars above 12 mm diameter -Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
364	Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 12 mm dia.
365	26.31.2 Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make -Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer In-charge complete in all respect.
366	12 mm average thickness. sqm 388.65 -Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
367	25 mm average thickness in 2 layers. sqm 587.35 - Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
368	50 mm average thickness in 3 layers.- Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75 mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
369	Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge.
370	Electrical work
371	Point wiring for light/bell hybrid type (Surface type under false ceiling and concealed type for drops & switch boards on walls) in min 20 mm PVC conduit / casing n capping with 1.5 sq.mm. (2+1E) FRLSH grade copper wires, modular type switch, earthing and required accessories as per specification No: WG-PW/HW
372	Point wiring for ceiling fan (Surface type under false ceiling and concealed type for drops & switch boards on walls) in min 20 mm PVC conduit / casing n capping with 1.5 sq.mm. (2+1E) FRLSH grade copper wires, modular type switch, earthing and required accessories as per specification No: WG-PW/HW
373	Secondary point wiring for additional light/ bell point, concealed type in min 20 mm FRLS grade PVC conduit with 1.5 sq.mm. (2+1E) FRLSH grade copper wires with required accessories as per specification No: WG-PW/CW
374	Wiring for plug on board with Switch socket surface/concealed type, copper wiring and earthing and with modular accessories as per specification No: WG-PW/CW
375	Supplying and erecting modular type switch 6A / 10A duly erected on provided plate and box with wiring connections complete.
376	Supplying and erecting modular type switch 16A duly erected on provided plate and box with wiring connections complete.
377	Supplying and erecting modular type 3 pin 6A multi socket with safety shutter, duly erected on provided plate and box with wiring connections complete.
378	Supplying and erecting modular type 3 pin 6 / 16A multi socket with safety shutter, duly erected on provided plate and box with wiring connections complete.
379	Supplying and erecting modular type blanking plate one module, duly erected on provided plate & box.
380	Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 2 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background.
381	Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 3 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background.
382	Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 4 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background.
383	Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 6 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background.
384	Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 8 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background.
385	Supplying and erecting unbreakable concealed type modular switch box with double mounting plate for 12 module duly erected flush to wall with required chiselling and finishing with cement mortar / POP as per required to match the background.
386	Supplying and erecting LED square / circular Max. 7W down lighter/ Panel Light having pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of Min. 770 Lumens, min. efficacy of 110 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., max. ripple of 5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty.
387	Supplying and erecting LED square / circular Max. 18 W down lighter/ Panel Light having pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of Min. 2000 Lumens, min. efficacy of 110 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., max. ripple of 5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty.
388	Supplying and erecting LED square / circular Max. 25 W down lighter/ Panel Light having pressure die-cast aluminium housing, polystyrene diffuser having system lumens output of Min. 2750 Lumens, min. efficacy of 110 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., max. ripple of 5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 2.5 kV, Life class of 50,000 Hrs. at L70B50, including driver, having mounting arrangement with board for surface type or spring loaded mounting clips complete with 3 years warranty.
389	Supplying and erecting anodized aluminium corridor / passage light LED fitting (4 feet) Max. 22W with high transitivity diffuser with system lumens output of Min.2200 lumens , min. efficacy of 100 lumen/W, CRI>80, CCT upto 6000K, Beam Angle of 110 deg., Ripple<5%, THD<10%, p.f. >0.95, operating range of 200-270V, surge protection of 2 kV, Life class of 50,000 Hrs. at L70B50, including driver, with end caps on provided PVC Block / wooden board with 3 years warranty.
390	Supplying and erecting CRCA powder coated corridor / passage light LED fitting (4 feet) Max. 33W with high transitivity diffuser with system lumens output of Min. 4000 lumens , min. efficacy of 120 lumen/W, CRI>80, CCT upto 6500K, Beam Angle of 120 deg., Ripple<5%, THD<10%, p.f. >0.95, operating range of 120-270V, surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50, including driver, with end caps on provided PVC Block / wooden board with 3 years warranty.
391	Supplying and erecting integrated LED Highbay Fitting 70W IP65 & IK08 class having die cast aluminium housing with polycarbonate diffuser with integrated optics, having system lumens output of Min.10000 Lumens, min. efficacy of 145 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-240V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L50B50 , including driver complete with 3 Year warranty as per specification No FG-ODF/FLS2.
392	Supplying and erecting LED Strip light 5m Length Max. 95 W IP20 class having minimum lumens output of 1600 Lumens/m, min. efficacy of 90 lumen/W, CRI>80, CCT upto 5000K, Beam Angle of 110 deg., THD<10%, p.f. >0.95, operating range of 230-270V, Life class of 30,000 Hrs. at L70B50 including driver with 1 year warranty.
393	Supplying and erecting exhaust fan heavy duty 230 V, A.C. 50 cycles 375/380 mm. 900 RPM complete erected in position as per specification no. FG-FN/EXF
394	Supplying and erecting Energy Saving BLDC Ceiling fan 230 V A.C. 50 cycles 1200 mm, max. energy consumption of 28W having service ratio (CMM/W) of Min. 8 , PF>0.9, THD<10% with compatible speed regulator, Temperature Rise of Max. 40 deg. C, having external mounted control PCB completely erected in position as per specification no. FG-FN/CF
395	Supplying and erecting electronic type step regulator for ceiling fan 600/ 900/ 1200/ 1400 mm. sweep, complete erected on provided switch board.
396	Supplying and erecting HMS PVC conduit FRLS grade 25 mm dia. with necessary accessories in wall/floor with chiselling appropriately as per specification No: WG-MA/CC.
397	Supplying and laying HMS PVC conduit FRLS grade 25 mm dia with necessary accessories in RCC work/false ceiling/false flooring as per specification No. WG-MA/CC.
398	Supplying and erecting HMS PVC conduit FRLS grade 32 mm dia. with necessary accessories in wall/floor with chiselling appropriately as per specification No: WG-MA/CC.
399	Supplying and laying HMS PVC conduit FRLS grade 32mm dia. with necessary accessories in RCC work/false ceiling/false flooring as per specification No. WG-MA/CC.
400	Supplying and erecting mains with 2x2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW
401	Supplying and erecting mains with 1x2.5 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW
402	Supplying and erecting mains with 2x4 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW
403	Supplying and erecting mains with 1x4 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW
404	Supplying and erecting mains with 2x6 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW
405	Supplying and erecting mains with 1x6 sq.mm FRLSH copper PVC insulated wire laid in provided conduit/trunking/inside pole/Bus bars or any other places. as per specification No: WG-MA/BW
406	Supplying, erecting & marking SPMCB 6A to 32A, B-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB
407	Supplying, erecting & marking TPMCB 6A to 32A, with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB
408	Supplying, erecting & marking TPMCB 40A to 63A, with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB
409	Supplying, erecting & marking FPMCB 6A to 32A, with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB
410	Supplying, erecting & marking FPMCB 40A to 63A, with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB
411	Supplying & erecting triple pole and neutral distribution board (TPNDB), SPMCB of 4 ways/phase (12 poles), with door, 1.2mm thickness, surface/flush mounted, IP 43 protection on iron/GI frame (horizontal busbar type) as per specification no. SW-SWR/MCBDB
412	Supplying & erecting triple pole and neutral distribution board (TPNDB), SPMCB of 8 ways / phase (24 poles), with door, 1.2mm thickness surface/ flush mounted, IP 43 Protection on iron/GI frame (horizontal busbar type) as per specification no. SW-SWR/MCBDB
413	Supplying & erecting triple pole and neutral distribution board (TPNDB), SP/TP MCBs total 4 ways /12 Poles, with door, 1.2mm thickness surface/flush mounted, IP 43 Protection on iron/GI frame (vertical busbar type) as per specification no. SW-SWR/MCBDB
414	Supplying & erecting triple pole and neutral distribution board (TPNDB), SP/TP MCBs total 8 ways /24 poles, with door, 1.2mm thickness surface/flush mounted, IP 43 Protection on iron/GI frame (vertical busbar type) as per specification no. SW-SWR/MCBDB
415	Supplying and erecting single pole and neutral distribution board (SPNDB), with 2 ways for incoming and 6 ways (6 poles) for outgoing SP MCBs, with door, 1.2mm thickness surface / flush mounted, IP 43 Protection on iron / GI frame as per specification no. SW-SWR/MCBDB
416	Supplying and erecting single pole and neutral distribution board (SPNDB), with 2 ways for incoming and 10 ways (10 poles) for outgoing SP MCBs, with door, 1.2mm thickness surface / flush mounted, IP 43 Protection on iron / GI frame as per specification no. SW-SWR/MCBDB
417	Supplying & erecting triple pole and neutral distribution board (TPNDB), 3 pole/ 4 pole MCCB as incomer & outgoing SP MCB (12 poles) or TP MCB of 4 ways (12 poles), with door, 1.2mm thickness, surface/flush mounted, on iron/GI frame (vertical busbar type) as per specification no. SW-SWR/MCBDB1
418	Supplying & erecting triple pole and neutral distribution board (TPNDB), 3 pole/4 pole MCCB as incomer & outgoing SP MCB (24 poles) or TP MCB of 8 ways (24 poles), with door, 1.2mm thickness, surface/flush mounted, on iron/GI frame (vertical busbar type) as per specification no. SW-SWR/MCBDB1
419	Supplying, erecting & commissioning 2 pole RCCB 16/25A, electromagnetic type with 30/100/300 mA sensitivity with earth leakage trip indication complete as per specification no. SW-RCCB/RCCB
420	Supplying, erecting & commissioning 4 pole RCCB 16/25A, electromagnetic type with 30/100/300 mA sensitivity with earth leakage trip indication complete as per specification no. SW-RCCB/RCCB
421	Supplying, erecting & commissioning 4 pole RCCB 40A, electromagnetic type with 30/100/300 mA sensitivity with earth leakage trip indication complete as per specification no. SW-RCCB/RCCB
422	Providing & erecting 3 Pole MCCB, 415 V, 100A, rated short-circuit breaking capacity 25 kA (Ics=100% of Icu), adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/UV/trip alarm contact. MCCB with phase barriers on both sides, insulation withstand capacity 800V, no line-load bias in provided enclosure/panel as per specification no. SW-SWR/MCCB
423	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 25 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
424	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 35 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
425	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 50 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
426	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 70 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
427	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 95 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
428	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 120 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
429	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 150 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
430	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 185 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
431	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½core 240 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
432	Providing & erecting hot dipped galvanised ladder type cable tray manufactured from 16 SWG (1.6 mm thick) GI sheet of 150 mm width & 75 mm height complete with necessary coupler plates & hardware.
433	Providing & erecting hot dipped galvanised ladder type cable tray manufactured from 16 SWG (1.6 mm thick) GI sheet of 200 mm width & 75 mm height complete with necessary coupler plates & hardware.
434	Providing & erecting hot dipped galvanised ladder type cable tray manufactured from 16 SWG (1.6 mm thick) GI sheet of 300 mm width & 75 mm height complete with necessary coupler plates & hardware.
435	Providing & erecting hot dipped galvanised ladder type cable tray manufactured from 16 SWG (1.6 mm thick) GI sheet of 400 mm width & 75 mm height complete with necessary coupler plates & hardware.
436	Providng earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP
437	Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP.
438	Supplying and erecting GI wire of high purity of required sizes used for earthing or any other purposes on wall with necessary G. I. Clamps fixed on wall/cable/ conduit with screws complete.
439	Supplying and erecting 75 kVAr, 440 V 3 phase, 50 Hz., Contactor Logic & Intelligent Relay micro APFC passive filter panel, consisting of suitable steps of APP/MPP type capacitor units with Detuned (harmonic filter) reactors of suitable rating , APFC panel shall be compliance to IEC 61439 and power quality IEC 61921 standard as per specification no CP-ED/APFC
440	Supplying and erecting triple pole 4 way LT feeder pillar with 415V, 630A FP MCCB as incomer and 4 outgoing circuits with HRC fuse base and cartridge of 100A/125A/160A/315A with aluminium bus bar erected in 14 SWG CRCA sheet box with supporting angles, self locks, gasket having IP54, IK10 protection and slanting top to be erected on provided foundation as per MSEDCL specification.
441	Supplying and erecting triple pole 8 way LT feeder pillar with 415V, 315A FP MCCB as incomer and 8 outgoing circuits with HRC fuse base and cartridge of 100A/125A/160A/315A with aluminium bus bar erected in 14 SWG CRCA sheet box with supporting angles, self locks, gasket having IP54, IK10 protection and slanting top to be erected on provided foundation as per MSEDCL specification.
442	Supply, erecting, testing and commissioning of meter panel type 03.All MCCB feeder shall be With ON, OFF & Trip Indication.All the components shall be housed in a common cubical made of 16 swg. M.S.sheet.The panel shall be powder coated of approved colour both inside & out side.The panel shall have both bottom & top cable entry provisions and panel shall be mounted on Pedestal of 300 mm height with necessary accessories etc completed.Panel Shall be Indoor type With IP 43 Protection & Form-3b Sepration. Panel Shall Be As Per IEC 61439.As per CSR spacification (SW-MCB,SW-MCCB, SW-ACB,CP-BB,CP,WG MA/BW,WG-MA CON )INCOMER-100A FP MCCB (Shall Be Microprocessor based with LSIG Protection) - 1 Nos1 Sets of 200 Amps. Aluminium Bus bars with colour coded heat shrinkable PVC sleeves, 1 Set of RYB indicating lamps with individual MCB's. All Incomer shall be with surge protection.OUTGOING -25A DP MCB -10 NosWith space provision for 10 Nos 1phase MSEDCL approved Energy Meter
443	Supply, erecting, testing and commissioning of darshan path main LT panel .All MCCB fedder shall be With ON, OFF & Trip Indication.All the components shall be housed in a common cubical made of 16 swg. M.S.sheet.The panel shall be powder coated of approved colour both inside & out side.The panel shall have both bottom & top cable entry provisions and panel shall be mounted on Pedestal of 300 mm height with necessary accessories etc completedPanel Shall be Outdoor type With IP 54 Protection & Form-3b Sepration. Panel Shall Be As Per IEC 61439As per CSR spacification (SW-MCB,SW-MCCB, SW-ACB,CP-BB,CP,WG MA/BW,WG-MA CON INCOMER-200A TP MCCB (Shall Be Microprocessor based with LSIG Protection) - 2 Nos1 Sets of 315 Amps. Aluminium Bus bars with colour coded heat shrinkable PVC sleeves, 1 Set of RYB indicating lamps with individual MCB's, 1 Nos of Multifunction Meters. All Incomer shall be with surge protection.OUTGOING -100A TP MCCB - 01 Nos25A TP MCB - 35 Nos
444	Supplying installing testing and commissoning of Combo pole of 7 mtr length (clear height) Street Light heritage architectural ornamental decorative pole having provision to fix decorative single arm bracket. The pole has ornamental base (Approx. overall dimension-height 700mm bottom dia 380mm) shall have a provision of inbuilt junction box for fixing MCB's or cutouts with detachable window cover. The pole having heavy M.S.hollow round pipe of outer diameter 88mm of 3mm thickness start from bottom of pole with cast iron decorative collar/rings for aesthetic look. alongwith the ornamental custom-made straight tubular design combo brackets details of the various portions are given in the drawing which is of nearly 156Omm width 1200mm height & which is made in combination of heavy-duty mild steel hollow pipe section nearly 60mm dia & 32mm dia aesthetically straight armed with cast iron elements. A decorative element provided on top of the circular shape.The designs of cast iron to be welded to the brackets.Parts of Pole & bracket made of cast iron castings must be of FG-150 grade as per IS 210 (2009) standard Hardness must be in range between 130 BHN to180 BHN.Cast iron must have Chemical composition of Carbon -3.0% to 4.0% Silicon- 1.0% to 2.0% magnesium -0.5% to 0.7% sulpher -0.02% to 0.04% & phosphorous-0.07% to 0.09% this composition is best suitable for product strength & life. Color specification & finishing process must follow as per the ISI standard. AIl parts must be clean by SHOT blasting process. Further parts are painted in 4 layer coating(Coating thickness-125 to 150 micron) in which first layer with epoxy primer(to prevent corrosion) second layer with epoxy base colour than third layer polyurethane (PU) metallic paint Gold & final layer of polyurethane (PU) lacquer (to prevent ultra violets ray).The design and colour of the cast-iron parts and foundation details are as per instuction by engineer incharge. Erection with foundation bolts of suitable size specially designed on provided foundation as per specification NCSR
445	Supplying and laying (including excavation of suitable width & depth up to 90 cm) 50 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete.
446	Supplying and erecting integrated LED street light fitting 26 to 30W IP65 & IK08 class having single piece pressure die-cast aluminium housing , having system lumens output of Min. 2600 Lumens, min. efficacy of 100 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.95, operating range of 140-270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs. at L70B50, including driver complete with 3 Years warranty as per specification No FG-ODF/FLS2.
447	Providing and erecting galvanised 1000mm single arm sword type bracket with FRP dome and ball as per specification no. OH-PL/PBKT
448	Providing and erecting galvanised 1000mm double arm sword type bracket with FRP dome and ball as per specification no. OH-PL/PBKT
449	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 10 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
450	Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 6 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
451	Supplying and erecting PVC insulated PVC round sheathed 2.5 sq.mm (50 no. x 0.25 mm dia.) 3 core flexible multi stranded copper Industrial cable for voltage grade up to 1.1 kV
452	Supplying & erecting three phase, 415V, street light control panel up to the max load of 6kW, TPN MCB 40A, powder coated CRCA 14 SWG sheet, outdoor type, having IP54,IK10 protection, suitable rating contactor, 24 hrs. astronomical time switch with minimum 5 years battery back up, auto/manual selector switch, ON/OFF push buttons, indicator lamps, control wiring, metering device, etc. for automatic operation, with overcurrent, short circuit, earth fault protection on provided iron frame / CC foundation.
453	Supplying and erecting iron work, sheet metal work consisting of CRCA sheets, various sections of iron, plates, chequered plates, rods, bars, MS pipes, etc. for panel board or any other purpose with bending, cutting, drilling and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by the authority.
454	Supplying, erecting & marking SPMCB 0.5A to 5A, C-series with rated short - circuit breaking capacity (Icn) 10kA in provided distribution board as per specification no. SW-SWR/MCB
455	Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq.m at 1.5 m depth including supply of steel, concrete, excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 6m to 8m high octagonal /conical GI pole).
456	Providing pipe type earthing with 40mm. dia. G.I. pipe or 20 mm dia. G.I. Rod complete with all materials testing and recording the results as per specification no. EA-EP
457	Providng earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP
458	Supplying and erecting 12.5 m (clear height) motorized high-mast (Top -150mm, Bottom- 360mm) hot dipped galvanized material with average minimum thickness 65 micron, made from high tensile structure grade steel as per BSEN - 10025 S 355/E350 & 3mm thickness, with base plate 25 mm thick x OD 520 mm grade as per IS-2062, pole made in single section & submerge arc welded, with lowering & raising motorized unit, wire rope stainless steel 316 grade 2 nos., 7x19 construction 5mm, SG-DG U clamps, double drum with assembly 250 kg, 5x2.5 Sq.mm. flexible copper cable with lantern carriage assembly suitable for max. 12 nos. luminaires and its control gear box, lightning arrestor, arrangement for fixing aviation light, high-mast with serial number, factory inspection report/test report of high-mast should be provided as per specifications on provided foundation J type stud/bolts with necessary accessories complete as per specification no. OH-PL/HM (excluding luminaries)
459	Supplying and erecting integrated LED flood light fitting Max. 195W IP65 & IK07 class having pressure die-cast aluminium housing, having system lumens output of Min. 23400 Lumens, min. efficacy of 120 lumen/W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.90, operating range of 140-270V, inbuilt surge protection of 4 kV, Life class of 50,000 Hrs. at L70B50, including driver with U shaped bracket with 3 Years warranty as per specification No FG-ODF/FLS2.
460	Supplying and erecting outdoor stand mounted feeder pillar for high-mast of the same manufacturer with 32A TPN MCB incomer, 24hr astronomical time switch with minimum 5 years battery backup, IP 54 and IK10 protection, 25 A TP contactor for automatic switching of luminaires, 2 no. 9A contactors and raise/lower push button, and provision for termination of adequate size of incoming and outgoing cables complete erected in min. 14 SWG CRCA sheet box with supporting angles, self lock, gasket and slanting top erected on CC foundation complete.
461	Supply, installation testing and comm. Of automatic FLAP BARRIER : 12 normal lane for IN and 12 normal lane for OUT + 2 wide Lane. 1 unit (IN) = 12 Nos 1 unit (OUT) = 12 Nos Access control : token system with proximity type access card, Stand alone laicense with lifetime activation. safety features :Gey will Auromatically open durring fire alarm.
462	Door frame metal detector, (size : 1000mmX2000mm), 230V AC 50Hz, Continuos wave technology, frame : FRP material, Microprocessor based and PC compactible, Infra red occupancy sensors, for traffic counter, Metal tossed through DFMD will be detected, Display of time, counter, program setting, Multi mode operation (In/Out).
463	Supplying, installing, testing and commissioning SF 6 Insulated 22kV, 630A, 16kA/3sec, 4 way outdoor, extensible motorised SCADA compatible RMU, internal arc tested as per electric supply company specification consisting of 2 nos. feeder with 2 LBS and 2 nos. feeder with 2 VCB compliant to IEC 62271 -100, 200 and 102, as per specification no. SW-HTS/RMU SCADA
464	Supplying, installing, testing & commissioning 3 phase, 22/0.433 kV, 50 Hz., 315 kVA, Mineral oil immersed and naturally cooled outdoor type, Copper wound Non-sealed transformer delta/star connected with additional neutral brought out on load side, temperature rise should not exceed 45℃ by thermometer in oil and 50℃ by the resistance method in winding at full load rating, using type A winding insulation (kraft paper) with HV tapping (with off load tap changer) off Load +5 to -10 in steps of 2.5%,having 7 number of tap positions with standard accessories complete with test certificate with losses below 1076 Watts at 50% load, 3255 Watts at 100% load as per IS:1180 (part 1) : 2014 with necessary permissions of Electrical Inspector, as per specification no SS- TR-NSL
465	Supplying , erecting & terminating XLPE insulated, galvanised steel formed wire armoured (round) cable 22 kV(E), 3 x 300 sq. mm. aluminium conductor laid in provided trench / pipe as per specification no. CB-HT
466	Providing and erecting Heat shrinkable indoor termination kit for 11 kV (UE)/ 22 kV ( E ) XLPE HT cable 3x240 to 400 sq. mm. with necessary material as per specification no. CB-JT/HT
467	Providing and erecting Heat shrinkable outdoor termination kit for 11 kV (UE)/ 22 kV ( E ) XLPE HT cable 3x240 to 400 sq. mm. with necessary material as per specification no. CB-JT/HT
468	Supplying & erecting cast iron cable indicator plate buried along with route of cable for PVC / XLPE armoured cable as per specification No. CB-CIP
469	Supplying & laying (including excavation) half round reinforced cement concrete pipe of IS 458:2003 NP-2 class of 250 mm internal diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
470	Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP
471	Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP.
472	Providing printed instruction chart for treating persons suffering from electric shock, printed in English & Marathi and duly laminated complete.
473	Providing pair of duly tested rubber hand gloves as per IS :47705 suitable for working up to 22 kV supply complete.
474	Supplying standard first aid box with necessary antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use bandage (Band-Aid) adhesive tape for medicinal use, scissors, anti-septic solution, etc. (All above contents shall be of standard makes)
475	Supplying and fixing PVC synthetic elastomer electrically insulating mat with class A insulation conforming to IS: 15652 – 2006 having 2 mm thickness up to 3.3 kV
476	MSEDCL Charges for Load Sanctioning, Substation Commisioning & Security Deposite
477	Supplying, erecting, testing and commissioning of diesel generating set with alternator of 30 kVA output continuous rating, 3 Phase, 415 V, 50c/s 0.8 p. f. A.C supply, a totally enclosed air cooled / liquid cooled multi-cylinder diesel engine developing suitable BHP at 1500 rpm with 10% overload for 1 hour in 12 hours, along with standard accessories, self-excited, self-regulated, screen protected alternator with static excitation system running at 1500 RPM as per IS 4722-2001 with voltage regulation +/- 5 %, with performance class G2 and maximum fuel consumption 5.9 Ltr/hr @75% loading. Both the engine and alternator direct coupled on a common fabricated steel base frame and mounted on anti-vibrating pads with standard control panel comprising meters, switchgears, indicators connected with suitable wires/cables, the complete set enclosed in composite Acoustic enclosure as fully assembled integral unit made of 16 SWG CRCA Sheet, sound absorbing material to restrict sound level up to 75 dB at 1.0 m, provided with first filling of oil, diesel not less than 65 Ltr etc. on provided M20 Grade CC Foundation as per specification no. GEN-DG
478	Supplying, erecting, testing and commissioning of microprocessor based AMF panel suitable for diesel generating set of above 35 kVA up to 40 kVA capacity Three phase, 415 Volts, 50Hz A.C. with all standard features, safeties etc as per specification no. GEN-AMF.
479	Providng earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification no. EA-EP
480	Supplying and erecting GI strip of high purity required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP.
481	Supplying and erecting fencing of section having size 2450 mm in height from ground level and 1200 mm width with angle iron frame work erected in CC foundation and painted complete as per specification no SS-AS/FSG
482	Supplying and erecting 50 x 50 x 6 mm angle iron as corner support 2m long fixed at the middle of the fencing frame and the other side inclined at 30 degree angle, in cement concrete foundation of 15 x 15 x 40 cm complete duly painted with one coat of red oxide and two coats aluminium paint complete.
483	Supplying and erecting double leaf hinged door each 1500 mm in width x 1850 mm in height using B class, GI pipe with angle iron supports, chain link wire mesh (jali) complete supported on channel iron, erected in foundation, and painted complete as per specification no SS-AS/DLD
484	Excavating hard Rock or bituminous road by chiselling for preparing pit for pole / stay/earth plate / for laying cable/ pipe & clearing the site by removing debris & making the site as required complete.
485	Making cement concrete foundation in 1:3:6 cement concrete, (20 to 25) mm. stone metal duly plastered with necessary curing for complete. (pole muffing or any other purpose).
486	Supplying, installation, testing and commissioning of micro processor based intelligent addressable main fire alarm panel, central processing unit with the 4 loop capacity and capable of supporting upto 250 devices and detectors per loop, with on-board LCD display with min 16 lines of text, operating at 230 V 50HZ - AC with inbuilt Battery Backup of a minimum 24 hours in normal condition and 30 min in alarm condition, suitable provision for network connectivity, interfacing with third party equipment via a MODBUS/ OPC/ L-ON interface etc. conforming to IS 15908:2021, ,IS 2189: 2008, EN 54 & VDS / FM/ UL 864 (10th edition) with 3 years replacement warranty FF-AFAS/CP.
487	Supplying, installing, testing and commissioning of repeater panel with suitable battery backup of a minimum of 24 hours in normal condition and 30 min in alarm condition, 80 backlit alphanumeric LCD display with inbuilt buzzer to indicate fault/fire alarm, manual control keys for silence/mute and to reset the FACP from the repeater station. Panel size shall not more than 175 x 275 x 65mm conforming to EN 54 or UL approved with 3 years equipment replacement warranty FF-AFAS/RP
488	Supplying, installing, testing and commissioning of addressable optical smokedetector, single/twin LED’s with 360 degree view, suitable for low voltage 15 to32 V DC two wires supply, in-built locking mechanism to check the removal andpilferage of the detector, in built isolation mode, start up current 300μA and alarmcondition current shall be maximum 6.5 mA, operating temperature 0°C to 50°C,humidity 0-95% RH, IP 41, conforming to IS 2189: 2008, 11360_1985_Reff2020EN 54 or UL Approved with 3 years equipment replacement warranty FFAFAS/SD .
489	Supplying, installing, testing and commissioning of intelligent addressable thermal/heat detector with rate of rise cum fixed temperature thermistor complete with base as required, suitable for temperature variations from -20°C to 38°C for fixed-heat and rate-of-rise type detectors and 0°C to 66°C for high heattype detectors, in built isolation mode, suitable for offices/ceiling cable trenches/less ventilation area's etc. with 3 years equipment replacement warranty IS : 2175 - 1988 reaffirmed 2000, IS 15908:2021 standards FF-AFAS/SD.
490	Supplying, installing, testing and commissioning of intelligent addressablethermal/ heat detector with rate of rise cum fixed temperature thermistorcomplete with base as required, suitable for temperature variations from - 20°C to38 °C for fixed-heat and rate-of-rise type detectors whereas 0°C to 90°C for highheat type detectors, in built isolation mode, suitable for industrial/ kitchen/ boilerroom etc. with 3 years equipment replacement warranty, IS : 2175-1988reaffirmed 2000, IS 15908:2021 standards FF-AFAS/SD.
491	Supplying, installing, testing and commissioning of addressable manual callpoints ( break glass type/pull station type), made of addressable break glassplastic square in shape surface/flush mounted with \\"Break Glass\\" massageembedded on the glass, complete erected with mounting base and requiredaccessories conforming to EN 54 or UL listed with 3 years equipmentreplacement warranty FF-AFAS/MCP.
492	Supplying, installing, testing and commissioning of addressable fire control/relay module complete as required, with 3 years equipment replacement warranty conforming to IS 5051Part 2 (Sec 1 to 3) : 1982 reed relays, EN 54 orUL Listed FF-AFAS/CRM
493	Supplying, installing, testing and commissioning of addressable fire monitormodule complete as required. EN 54 or UL Listed with 3 years equipmentreplacement warranty conforming to IS 5051Part 2 (Sec 1 to 3) : 1982 Reed relaysFF-AFAS/MM
494	Supplying, installing, testing and commissioning of addressable fire isolatormodule complete as required. EN 54 /FM or UL Listed with 3 years equipmentreplacement warranty conforming to IS 5051Part 2 (Sec 1 to 3) : 1982 Reed relaysFF-AFAS/ISM
495	Supplying, installing, testing and commissioning of addressable horn cumstrobe sound/ hooter, output frequency 500 to 1000 Hz with dB as per Chartgiven in IS 15908:2021, with flashing at 1 Hz over the strobe’s entire operatingvoltage range EN 54, conforming to IS 2189: 2008, IS 15908:2021 standards with3 years equipment replacement warranty FF-AFAS/SSH.
496	Supplying, installing, testing and commissioning of digital linear heat detectioncable addressable through monitor module with temperature ratings such as 60°-70°C, conforming to IS 2189: 2008, EN 54 or UL listed FF-AFAS/LHDC.
497	Supplying and laying HMS PVC conduit FRLS grade 25 mm dia withnecessary accessories in RCC work/false ceiling/false flooring as per specification No. WG-MA/CC.
498	Supplying, installation , testing and commissioning of Priority Switching Module micro processor based for 16 ZONE with suitable selection module (having key pad for zone selection with LCD display), power supply unit c/w battery, program timer etc.
499	Supplying, erecting, testing and commissioning 2000 W amplifier suitable tooperate on 230 Volts A.C. / 12 Volts D.C. supply complete as perspecification no. FF-PA/AFR
500	Supplying, erecting, testing and commissioning 15 to 30 Watts soundcolumn or ceiling mounted complete as per specification no. FF-PA/SOC

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Tender For Proposed Construction And Integrated Development Of Darshan Path Tappa-2 For Darshan Path-2, Ghat Shahi Marg And Shivdarshan Path At Trimbakeshwar, Dist. Nashik For Nashik Trimbakeshwar Sinhastha Kumbhmela. (Including Electrical Work), Nashik-Maharashtra

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Tender For Proposed Construction And Integrated Development Of Darshan Path Tappa-2 For Darshan Path-2, Ghat Shahi Marg And Shivdarshan Path At Trimbakeshwar, Dist. Nashik For Nashik Trimbakeshwar Sinhastha Kumbhmela. (Including Electrical Work), Nashik-Maharashtra

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