Tender For Tender For Upgradation Of Mahadev Temple At Sandana And Upgradation Of Madan Negi Temple At Madan Negi, Tehri-Uttarakhand

TDR : 55034362

Tender Notice
BOQ

23 Days Left

Tehri , Uttarakhand

Tender Brief : Tender for Tender for Upgradation Of Mahadev Temple At Sandana And Upgradation Of Madan Negi Temple At Madan Negi

Document Fees
₹ 11800 /-

EMD
₹ 900000.0 /-

Tender Value
Refer document

Submission Date
08-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	Mahadev Temple
2	TEMPLE BELL PAVILION
3	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. All kinds of soil
4	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. Ordinary rock
5	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
6	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
7	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
8	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
9	Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).
10	Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand).
11	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 1:4 (1 cement :4 coarse sand)
12	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: Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent
13	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/RubyRed or equivalent
14	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
15	Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Both face dressed, Red sand stone
16	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
17	Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately).Sal wood
18	Varnishing with varnish of approved brand and manufacture : Two or more coats glue sizing with spar varnish or an under coat of flatting varnish
19	Providing and fixing Temple Brass embossed bells (Length 14\\", Height 15\\") as per the specification and as per the direction of Engineer-in-charge
20	TEMPLE GATE PAVILION
21	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. All kinds of soil
22	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. Ordinary rock.
23	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
24	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum
25	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum
26	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
27	Centering and shuttering including strutting, propping etc. and removal of form for:
28	Foundations, footings, bases of columns, etc. for massconcrete
29	Lintels, beams, plinth beams, girders, bressumers and cantilevers
30	Columns, Pillars, Piers, Abutments, Posts and Struts
31	Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes.
32	Providing and fixing UniStone Glass Reinforced Concrete (G.R.C.) Elements in approved design, thickness and color.
33	KIRTAN HALL
34	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. All kinds of soil
35	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. Ordinary rock
36	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
37	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
38	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
39	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M25 grade with minimum cement content of 330 kg /cum
40	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. Fe 500 (100 Kg/cu.m)
41	Centering and shuttering including strutting, propping etc. and removal of form for:
42	Foundations, footings, bases of columns, etc. for mass concrete
43	Lintels, beams, plinth beams, girders, bressumers and cantilevers
44	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.
45	Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes.
46	Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with : Raj Nagar plain
47	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
48	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
49	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
50	Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately).
51	Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately).
52	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
53	GRC Moulding: Projection: 300mm, Height: 410mmTop Dia: 660mm, Center Dia: 360mm, Base: 530mmHeight: 2470mm
54	HAVAN PAVILION
55	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. All kinds of soil
56	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. Ordinary rock
57	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
58	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
59	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
60	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M25 grade with minimum cement content of 330 kg /cum
61	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more, Fe 500 (100 Kg/cu.m)
62	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
63	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.
64	Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes.
65	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. White sand stone
66	Providing and laying Sand stone natural 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 :
67	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
68	Providing and fixing UniStone Glass Reinforced Concrete(G.R.C.) Elements in approved design, thickness andcolor.
69	Temple Building Interior & Exterior Works
70	Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edge) Granite stone of any colour and shade
71	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
72	Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Old work (one or more coats)
73	Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
74	Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge. Epoxy injection grout in concrete/RCC work of approved make
75	Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
76	Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes.
77	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
78	Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand)
79	Providing and applying antifungal wash treatment using 3% solution of sodium pentachlorophenate, of reputed brand and manufacturer, on cleaned sand stone surface at desired locations as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding).
80	EXTERNAL CIVIL WORKS
81	Excavation for Structures(Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
82	Ordinary soilManual Means (Depth upto 3 m)
83	Ordinary rock (not requiring blasting) Manual Means (Depth upto 3 m)
84	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
85	Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10, Nominal mix 1:3:6
86	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :Cement mortar 1:3 (1 cement : 3 coarse sand)
87	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)
88	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. White sand stone
89	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone
90	Providing and laying Sand stone natural 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 :
91	Providing and laying Lime stone river finish 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 :
92	Lime, Fly ash stabalised soil sub-base(Construction of Sub-base using lime - fly ash admixture with granular soil, free from organic matter/ deleterious material or clayey silts and low plasticity clays having PI between 5 and 20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with CaO content not less than 50%, fly ash to conform to gradation as per clause 4.3 of IRC: 88-1984, lime + fly ash content ranging between 10 to 30%, the minimum un-confined compressive strength and CBR value after 28 days curing and 4 days soaking to be 7.5kg/sq, cm and 25% respectively, all as specified in IRC: 88-1984. )
93	Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.
94	Providing and Laying of Interlocking Concrete Block Pavements of M-40 Gradehaving thickness 80 mm as per drawings and Technical Specification Clause 1504.
95	Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
96	Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes.
97	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
98	Miscellaneous Works
99	Providing and fixing Temple Brass embossed bells (Length 8\\", Height 10\\") as per the specification and as per the direction of Engineer-in-charge
100	Supply of UniStone Glass reinforced Concrete (G.R.C) Planters (Tulsi Stand) in approved size, pattern, thickness and shade. Approx. size 600mm x 600mm. Height 900mm as per the specification and as per the direction of Engineer-In-charge.
101	Providing and fixing water ATM with purification capacity of water 250 LPH with 3 dispensing points. Quality of outlet water from each dispenser of the water ATM shall confirms to IS: 10500(latest). The work shall be completed as per design, drawing, specification and as per the direction of Engineer-in-Charge.
102	Supply of UniStone Glass reinforced Concrete (G.R.C) Planters in approved size, pattern, thickness and shade in approved size, pattern, thickness and shade as per the specification and as per the direction of Engineer-In-charge.
103	Supply, installation, testing and commissioning of Tensile Structure of 900 GSM with mild steel tubular frame work thickness as per is standards,Red oxide and deco spray paint,Fixing of P.V.C. Membrane,Heat Welding / high frequency welding of Membrane,Plotting of Structure,Heat Sealing of membrane,waterproofing of structure,fixing of metallic ribs,deco spray paint, S.S Fittings,Aluminium fitting all complete as per the design,specification and as per the direction of Engineers-in-charge.
104	Over car & 2-wheeler parking (900 GSM)
105	Supply and installation of Outdoor Solid Stone Bench (Sandstone)- 3 Seater without back and armrest as per the specification, design and as per the direction of Engineer-In-Charge.
106	Providing and fixing Self-cleaning automated IT enabled toilet for male +female. The work shall be completed as per design, drawing, specification and as per the direction of Engineer-in-Charge
107	Dismantling and demoloshing works
108	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.
109	Demolishing stone rubble masonry 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 : In cement mortar
110	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.
111	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.
112	Electrical Works
113	Supplying and fixing following way,single pole and neutral steel sheet, MCb distribution board 240v on surface recess, complete with tinned copper busbar, nutral busbar, earth bar, din bar, interconnections powder painted including earthing etc as required.
114	8 way, Double door
115	Supplying and fixing 6A to 32A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole
116	Supplying and fixing 6A to 32A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Triple Pole
117	Erection of metallic poles of following length in cement concrete1:3:6 foundation including excavation and refelling etc as required. Above 6.5 mtrs and upto 8 mtrs
118	Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25 mm
119	Wiring of a circuit/ Sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class conduit as required
120	2 x 1.5 sq. mm+1x 1.5 sqmm earth wire
121	2 X 4 sqmm + 1 X 4 sqmm earth wire
122	2 X 6 sqmm + 1 X 6 sqmm earth wire
123	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.
124	Supplying and fixing of following size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6A & 15/16 A modular socket outlet and15/16 A modular switch, connections etc as required.
125	Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. Details of cost for one Set
126	Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.
127	For Feeder Pillar, DB
128	Providing and fixing 6 SWG dia GI wire on surface or in recess for loop earthing as required
129	Supplying and fixing of following ways recess mounting Vertical Type, 415V, TPN MCB distribution board of sheet steel dust protected, duly powder painted inclusive of 200A tinned copper bus bar, common nutra link, earth bar, din bar for mounting MCB's (but without MCB's and incomer as required. 4 way, double door
130	Supplying and making end termination with brass gland and aluminium lug for following size of PVC insulated and PVC sheated/ XLPE aluminuum conductor cable of 1.1 KV grade as required, 4Cx 10 sqmm
131	Supplying and making end termination with brass gland and aluminium lug for following size of PVC insulated and PVC sheated/ XLPE aluminuum conductor cable of 1.1 KV grade as required, 4Cx 16 sqmm
132	Laying of one no of PVC insulated and PVC sheated/XPLE power cable of 1.1 kV grade of following in size direct in ground including excavation, sand cushioning, protective covering and refelling treanch etc as required. Upto 35 sqmm
133	Supplying and fixing of following rating, double pole, 240V isolater in existing MCB DB complete with connection, testing and commissioning as required, 40A
134	Supply, installation, testing & commissioning of kiosk type weather proof out door main cubical panel size 750 mm X 1250 mm X 500 mm (app.) made out of 14 gauge MS sheet front and back both side openable duly hinged door with locking arrangement by providing both side held draft and all required hard wares. The cubical should be dust and vermin proof followed by coat of zimpholite primer and finally two coats of enamal gray paint. The cubical should be mounted with hard ware on angle iron frame size 50 X 50 X 6 mm and 1500 legs duly painted framed be grouted 750 mm below ground level with cement concrete 1:3:6 in 1000 X 500 X 600 mm and providing brick masonary along angle iron frame above G.L. They shall be in two section comprising as follows: (i) Providing & Fixing 415 V ,TP combination double break HRC switch fuse unit .100 Amp. rating for incoming supply with 40A TPN MCB. (ii) Providing fixing timer switch TSQ 100 series 240 Volts, and full running service standred mounting with base of L & T or equivalent make including the cost of contactor 40A amp. 50 Hz. 440/400 volt. (iii) P/F open busbars 25mmX3mm of required length duly covered by heat shrinkable sleeves with busbar supportersiv) 4 nos of outgoing 16A TPN MCB
135	Supply of Premium model 1200 mm Sweep celing mounted fan including all fittings and accessories like fitting wiring complete in all respects.
136	Supply Installation, testing and commissioning of IP65/IK09, 60 Watt White LED type Solar Street Light (LED based) consist of white LED luminaire ( LED + Driver) and including battery , necessary control electronics, interconnecting wires / cables, module mounting structures, according to standard EN 60529 and EN 62262 ,complience with standard IEC 68-2-6 ,intelligent LED Street Luminaire should be made of Heavy-duty die-cast aluminum (EN AC-46100) and for extremely corrosive environments, surface treatment should be Anti-UV thermosetting polyester / 80 micron epoxy primer + Anti-UV thermosetting polyester.Available in all TYPEll(T201) TYPElll(T301) TYPElV(T401) V(T501) distrubution type ,30W Min efficacy to 154 lm/W,delivered lumens min 22100lm for streetlight application with Dimmable driver and integrated SLC , including connection with 3x1.5 sqmm flexible fire retardant copper connecting wire of required length complete as required for outdoor application.Luminaire and built in idriver must meet follow paramenters:-DriverEficiency:>86%~>93%;Maximum Current:AC0.22A(max)~AC2.5A(max)-High eficiency driver:PF>0.98,driver eficiency>92%.
137	Supply of tubular 7m height Poles for Street Lighting with decorative brackets, IS 2062 for base plate with door opening arrangements, including suitable boards, bakelite sheet suitable to withstand the wind speed of 47 m/sec.
138	Supply of LED type Street light 80 W fixtures with required. lamps, control gears,including. connection with 3x1.5 sq.mm flexible fire-retardant copper connecting wire of required length. complete as required for outdoor application.
139	Supplying and fixing AC Exhaust Fan 300mm (12\\") Sweep (Light Duty) suitable to operate on 230V 50Hz, AC Supply.
140	Supplying and fixing 63 amps rating, 3pole, 240/415 volts, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
141	Supply of XLPE armoured cable 4C X 10 sqmm
142	Supply of XLPE armoured cable 4C X 16 sqmm
143	Providing and fixing 22 W LED cool day excruded aluminium housing batten fitting 6500k, min 100lm/watt
144	HORTICULTURE WORKS
145	Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
146	Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
147	Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :
148	Screened through sieve of I.S. designation 20 mm
149	Rough dressing the trenched ground including breaking clods.
150	Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
151	Fine dressing of the ground.
152	Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
153	Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
154	Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)
155	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads nd lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)
156	Holes 90 cm dia, and 90 cm deep
157	Holes 60 cm dia, and 60 cm deep
158	Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded).
159	Providing and stacking of Grevillea robusta (Silver Oak) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
160	Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge.
161	Providing and stacking of Plumeria alba of height 120-135 cm. with 2-3 branches in bags of size 30 cm as per direction of the officer-in-charge.
162	Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
163	Providing and stacking of Euphorbia milli hybrid variety, having ht. 30 cm to 45 cm with multi branch, full bloom, fresh and healthy leaves in 30 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
164	Providing and Displaying Acalypha red well developed with fresh & healthy 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge.
165	Providing and Displaying Acalypha green well developed, fresh & healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot bushy as per direction of the officer-in-charge.
166	Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as per direction of the officer-in-charge.
167	Providing and stacking of Ocimum basilicum (Tulsi Shyama) plant.
168	Providing and stacking of Ocimum basilicum (Tulsi Rama) plant.
169	Providing and Displaying Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge.
170	Providing and stacking of Hibiscus variegated of height 60-75 cm. withhealthy variegated foliage in earthen pots size 25 cm as per direction of the officer-in-charge.
171	Providing and stacking of Hymenocallis littoralis (Spider lily) plant.
172	Providing and stacking of Allamanda violacea of height 30 cm to 45 cm. in poly bag of size 20 cm as per direction of the officer-in-charge.
173	Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge.
174	Providing and stacking of Daniella variegated, with 3 to 4 variegated leaves in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
175	FIRE FIGHTING WORKS
176	Providing, storing, handling, shifting, installation, testing and commissioning of halon free portable fire Extinguishers as described below:Concealed work, including cutting chases and making good the walls etc. of 4.5 Kg. carbon-di-oxide type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guase ingernal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming ro IS:15683 finished externally with re enamel paint and fixed to wall with brackets complete with internal charge.
177	Providing, storing, handling, shifting, installation, testing and commissioning of halon free portable fire Extinguishers as described below:Concealed work, including cutting chases and making good the walls etc. 6.0 Kg. ABC Powder type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guase internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with re enamel paint and fixed to wall with brackets complete with inernal charge.
178	Madan Negi Temple
179	SQUARE PAVILION
180	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. All kinds of soil
181	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. Ordinary rock
182	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
183	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
184	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
185	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M25 grade with minimum cement content of 330 kg /cum. Foundation and Basement
186	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
187	Centering and shuttering including strutting, propping etc. and removal of form work for :
188	Foundations, footings, bases of columns, etc. for mass concrete
189	Columns, Pillars, Piers, Abutments, Posts and Struts
190	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 : Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
191	Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
192	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
193	Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.2 mm thick corrugated (2.5\\" or 4.2\\" or 6\\") or step-down (2\\" or 3\\" or 6\\" ) as specified
194	Providing wood work in frames of doors, windows, clerestory windowsand other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately). Second class teak wood
195	Painting with synthetic enamel paint of approved brand and manufactureof required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
196	Varnishing with varnish of approved brand and manufacture : Two or more coats glue sizing with spar varnish or an under coat of flatting varnish
197	Providing and fixing Temple Brass embossed bells (Dia 14\\", Height 15\\") minimum weight 16 Kg as per the specification and as per the direction of Engineer-in-charge
198	TEMPLE GATE
199	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. All kinds of soil
200	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. Ordinary rock
201	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
202	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum
203	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. All works above plinth level upto floor V level. Concrete of M25 grade with minimum cement content of 330 kg /cum
204	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
205	Centering and shuttering including strutting, propping etc. and removal of form for
206	Foundations, footings, bases of columns, etc. for mass concrete
207	Lintels, beams, plinth beams, girders, bressumers and cantilevers
208	Columns, Pillars, Piers, Abutments, Posts and Struts
209	Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes.
210	Providing and fixing Glass Reinforced Concrete (G.R.C.) Elements in approved design, thickness and color.
211	FUNCTION HALL
212	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. All kinds of soil
213	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. Ordinary rock
214	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
215	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
216	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
217	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M25 grade with minimum cement content of 330 kg /cum
218	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. Fe 500 (100 Kg/cu.m)
219	Centering and shuttering including strutting, propping etc. and removal of form for
220	Foundations, footings, bases of columns, etc. for mass concrete
221	Lintels, beams, plinth beams, girders, bressumers and cantilevers
222	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.
223	Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes.
224	Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with :Raj Nagar plain
225	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :25 mm thick
226	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
227	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
228	Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately).
229	Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately).
230	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
231	GRC MouldingProjection: 300mm, Height: 410mmTop Dia: 660mm, Center Dia: 360mm, Base: 530mmHeight: 2470mm
232	RENOVATION OF EXISTING STRUCTURE
233	Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 30 mm thick
234	Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
235	Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes.
236	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
237	HAVAN PAVILION
238	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. All kinds of soil
239	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in- charge. Ordinary rock
240	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
241	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
242	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
243	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M25 grade with minimum cement content of 330 kg /cum
244	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. Fe 500 (100 Kg/cu.m)
245	Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
246	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.
247	Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes.
248	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. White sand stone
249	Providing and laying Sand stone natural 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 :
250	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
251	Providing and fixing UniStone Glass Reinforced Concrete(G.R.C.) Elements in approved design, thickness andcolor.
252	PATHWAY
253	Excavation for StructuresEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
254	Ordinary rock
255	Hard rock (blasting prohibited)
256	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
257	PCC 1:3:6 in Foundation(Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
258	Providing and Laying of Interlocking Concrete Block Pavements of M-40 Gradehaving thickness 80 mm as per drawings and Technical Specification Clause 1504.
259	Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications. Cement mortar1:4 (1cement :4 sand)
260	EXTERNAL CIVIL WORKS
261	Excavation for Structures(Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
262	Ordinary soilManual Means (Depth upto 3 m)
263	Ordinary rock (not requiring blasting), Manual Means (Depth upto 3 m)
264	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
265	Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10Nominal mix 1:3:6
266	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : Cement mortar 1:3 (1 cement : 3 coarse sand)
267	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)
268	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. White sand stone
269	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone
270	Providing and Laying of Interlocking Concrete Block Pavements of M-40 Gradehaving thickness 80 mm as per drawings and Technical Specification Clause 1504.
271	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
272	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
273	Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
274	Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes.
275	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
276	Miscellaneous Works
277	Providing and fixing Self-cleaning automated IT enabled toilet for male +female. The work shall be completed as per design, drawing, specification and as per the direction of Engineer-in-Charge
278	Supply and fixing of Glass reinforced Concrete (G.R.C) Planters (Tulsi Stand) in approved size, pattern, thickness and shade. Approx. size 600mm x 600mm. Height 900mm as per the specification and as per the direction of Engineer-In-charge.
279	Providing and fixing water ATM with purification capacity of water 250 LPH with 3 dispensing points. Quality of outlet water from each dispenser of the water ATM shall confirms to IS: 10500(latest). The work shall be completed as per design, drawing, specification and as per the direction of Engineer-in-Charge.
280	Supply and fixing of Glass reinforced Concrete (G.R.C) Planters in approved size, pattern, thickness and shade as per the specification and as per the direction of Engineer-In-charge.
281	Supply and installation of Outdoor Solid Stone Bench (Sandstone)- 3 Seater without back and armrest as per the specification, design and as per the direction of Engineer-In-Charge.
282	Demolishing and Dismantling
283	Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and up to 40 mm
284	ELECTRICAL WORKS
285	Supply of 40 W All in One LED Solar Street lights (Integrated type) having extruded alluminium housing, 100 Wp or more Mono Crystalline Panel/Laminates fixed on the top of the luminaire housing, maintenance free 12.8 volts 36Ah or more LiFePO4 battery(BIS certified) , BMS, MPPT charge controller having efficiency > 92% (As per EN 50530 report for any wattage of solar light) , PIR sensor to provide 2days (24 hrs ) back up . The luminaire is having IP 65 protection for critical components, IK 08 and having lumen output of > 5600 lumen of lumen efficacy >140lm/W in 3000K(+/-500K) CCT as LM 79 report of third party NABL lab . Lenses should be provided on the LED chip for better lighting dstribution to avoid glare on human eyes. Both the luminaire and Mono Crystalline Panel must be manufactured in India. The Solar lighting company must submit the third party NABL lab reports to justify the luen efficacy,luminaire output , IK 08 and IP 65 protection ( In house NABL lab reports will not be acceptable). The Luminaire should be supplied along with adjustable type mounting bracket which can be fitted directly on the pole and can be adjusted in any direction. The solar lighting company must be having inhouse NABL lab , registered office in the state & Toll free service set up within 150 KM from the project site. The warranty on the complete AIO solar street light shall be 5 years and necessary after sales service to be provided by the Toll free base service set up.The solar lighting company must submit the following test reports for the technical acceptance of the products (All the certificataions must be in the name of solar lighting company .1. EN50530 – MPPT Efficiency , 2.. IEC61547 , 3. IEC61000-3-2 – EMC , 4. IEC 60598-2-3 ,5. IEC 62109-1 , 6. LM 79 REPORT (Third party NABL lab only) , 7. IK 08 (Report of Third party NABL lab only for AIO solar light ) , 8. IP 65 (Report of Third party NABL lab only for AIO Solar light).
286	Supply of 6 mtr long hot dip galvanized Octagonal pole having base dia of 130 mm and top dia of 70 mm and plate thick ness of 4 mm or more complete with base plate and 4 nos. Jtype En 8 grade foundation bolts to withstand wind speed considering the weight & dimension of Solar light fixed on the top of the pole .
287	Construction of RCC foundation by using M20 grade RCC and Fe 415 grade reinforcement in the foundation by considering the SBC as 10 T per sq mtr and fixing the 4 nos. fdn bolts in that foundation for installation of pole with Solar light on that foundation. The work shall be excuted as per the direction of EIC.
288	Installation of 6 mtr pole and fixing the solar lights on the pole after erecting the pole on the foundation by using suitable machinery by taking all safety precautions as per the direction of EIC.
289	Supply and installation of Solar bollard light 130 Lm/w total wattage 8 w, color temp 3000k-6500k charging/battery low/power on indicators inbuild life po4 battery pack solar panel wattage 12w 4 stage dimming inbuilt charge controller all night autonomy even in rainy and peak winters light output in 360 degrees.
290	Supply and installation of 2x 100w LED solar light MNRE/NABL/BIS certified, separate battery box semi integrated light, Osram LED 140Lm/watt, IP 65 Panel- 335wp, Poly MNRE/IEC/NABL approved. Battery 2 x 48Ah 25.6v Life Po4 BIS approved. Controller -PWM dusk to dawn, dimming 50% after 4 hrs Protection- Battery Over charge , Short circuit Flow, reverse polarity Deep discharge Pole mounted accessories- Panel Stand, Battery Box, Street light pole for Luminaries & soalar Panel 9mtrs x 1 including foundation
291	Supply, Installation, Testing and Commissioning of following fittings on the existing point with making connection with 1.5 sqmm FRLS Copper conductor single core cable i/c earthing etc. As required. Note: All LED Fixtures shall have power factor ≥0.90
292	Supply, Installation, Testing & Commissioning of 1X 10 W Circular DL LED light fixtures
293	Supply, Installation, Testing & Commissioning of 1X20 W, 4ft linear surface mounted/suspended IP65 LED fixture simmilar to Havells Cat - MAGNUMGRANDNEOIP6640WLED857SPC
294	Supply, Installation, Testing & Comissioning of the following EV Charges
295	3.3KW Simple EV Outlet
296	7.4KW Type-2 charger
297	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
298	4 way (4 + 12), Double door
299	Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 100A
300	40A PDB
301	Supplying and fixing 6A to 32A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
302	Single pole. For 1 nos (4 way (4 + 12)) DB - Total Nos of MCB = (12 Nos Outgoing Single Pole MCB)
303	Supplying & Fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same of recesses conduit as required.
304	20 mm
305	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.(Group C)
306	Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
307	2x2.5 sq. mm + 1x2.5 sq. mm earth wire
308	Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Armoured aluminium cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling ofexcavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:-(a) Material :- H4- Grade aluminium conductor of purity >99.6 % & as per IS:1554 P-I / IS :7098 P – I(b) conductor shall have electrolytic aluminium confirming to IS 8130, IS 3975-1999 for armouring of cables in armoured cable items , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures.(c) OEM Must have ISO 9001 & 14001 certifications for quality assuarance & its own in house NABL lab setup for all testing facilities for cables . Appropriate type test certificate / OEM test report shall be submitted . All above as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR.10 sqmm, 4 core armoured
309	Supplying and fixing of four pole(three phase and neutral), 415 v residual current circuit breaker, having a sensitivity cuttent 30 mA in existing MCB DB complete with connection testing and commissioning as required.40A
310	Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
311	Sewerage & Drainage Works
312	Excavating trenches by Mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil
313	Pipes, cables etc, not exceeding 80 mm dia.
314	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
315	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
316	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 150mm diameter and weighing not less than 440 grams.
317	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame o f 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 100x100 mm size P type, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
318	Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
319	150 mm dia. R.C.C. pipe
320	250 mm dia. R.C.C. pipe
321	Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand). RCC top slab in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.
322	Inside size 90cm X 80cm and 45cm deep including C.I. Cover with frame(light duty) 455X610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15kg) . With common burnt clay F.P.S (non modular) bricks of class designation 7.5
323	Inside size 120X90cm and 90cm deep including C.I. cover with frame(heavy duty) 500mm internal diameter total weight of cover and frame to be not less than 116 kg (weight to cover 58 kg and weight of frame 58 kg).With common burnt clay F.P.S (non modular) bricks of class designation 7.5
324	Extra for depth for manholes
325	Size 90 X 80 cm.With common burnt clay F.P.S (non modular) bricks of class designation 7.5
326	Size 120 X 90 cm. With common burnt clay F.P.S (non modular) bricks of class designation 7.5
327	Making soakpit 2.5m Diameter 3.0 meter deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drainpipe of 100 mm diameter and 1.8 m long complete as per the standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
328	Making soakpit 1.20 x 1.20 x 1.20 filled with brick brats including S.W. drainpipe of 100 mm diameter and 1.20 m long complete as per the standard design.
329	Construction of RCC Rain water storage tank of size 5m x 4m x 3.2m depth. Including excavation and 450 mm thick RCC bed at bottom and 300 mm thick RCC walls and RCC top slab of 150 mm thickness with 850x 850 mm chequered plate of 8 mm thickness openable cover for maintenance and inspection. including MS Rungs 20 mm dia and 300 mm length and 300 mm c/c distance for cleaning and maintenance purpose.
330	WATER SUPPLY SYSTEM
331	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall
332	15 mm nominal dia Pipes
333	20 mm nominal dia Pipes
334	25 mm nominal dia Pipes
335	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per directionof Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.
336	15 mm nominal dia Pipes
337	20 mm nominal dia Pipes
338	25 mm nominal dia Pipes
339	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External Work
340	15 mm dia nominal bore
341	20 mm dia nominal bore
342	25 mm dia nominal bore
343	Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
344	25 to 40 mm nominal bore
345	Fixing water meter and stop cock in G.I. pipe line including cutting and threading the pipe and making long screws etc. complete (cost of water meter and stop cock to be paid separately).
346	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
347	20 mm nominal bore
348	25 mm nominal bore
349	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
350	15 mm nominal bore
351	20 mm nominal bore
352	25 mm nominal bore
353	Providing and fixing gun metal non- return valve of approved quality (screwed end) :
354	25 mm nominal bore Horizontal
355	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
356	25 mm nominal bore
357	Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water metercomplete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
358	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
359	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
360	Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931
361	15 mm nominal bore
362	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
363	15 mm nominal bore
364	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
365	15 mm nominal bore
366	Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :
367	80 mm nominal bore
368	Providing, installation, testing and commissioning of stainless steel Y-Strainer fabricated out of 1.6 mm thick stainless steel, Grade - 304, sheet with 3 mm dia holes with stainless steel flange.
369	80 mm dia
370	Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal sheet duly ISI marked complete with nuts, bolts, washer, gasket conforming to IS 13095 of following sizes as required.
371	80 mm dia
372	Providing, installation, testing and commissioning of Solar powered submersible pump set conforming to IS Standrds , 2 pole motor operating at synchronised speed of max 3000 RPM with PV array of 500wp A.C. InductionMotor PumpSet with a suitable Inverter with requisite.Pump set shall be provided with suitable starter complete in all respect as per specification, scope of workand direction of Engineer in Charge of following power rating,suitable for prescribed description.
373	Solar Powered Submersible Pump set, 0.5 HP with 30 m Shut Off Dynamic Head
374	Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at synchronised speed of 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
375	Centrifugal Monoblock Pump set (Single Stage).3.7 KW (5.0 HP)
376	Supply and Installation of 250 lph RO Plant with storage. Specification - RO capacity - 250 lph, Storage capacity - 1000 Litre
377	SANITARY WORKS SYSTEM
378	Providing and fixing 100 mm sand cast Iron grating for gully trap.
379	Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 1500x450 mm
380	Providing and fixing toilet paper holder : C.P. brass
381	Providing and fixing soil, waste & vent pipes ,100 mm dia,Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
382	Providing and fixing soil, waste & vent pipes ,75 mm dia, Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
383	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
384	For 100 mm dia pipe
385	For 75 mm dia pipe
386	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete.
387	For 100 mm dia, Sand cast iron S&S as per IS - 3989
388	For 75 mm dia, Sand cast iron S&S as per IS - 3989
389	Providing and fixing bend of required degree .
390	100mm dia,Sand cast iron S&S as per IS - 3989
391	75 mm dia, Sand cast iron S&S as per IS - 3989
392	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :
393	100 mm inlet and 100 mm outlet,Sand cast iron S&S as per IS - 3989
394	100 mm inlet and 75 mm outlet, Sand cast iron S&S as per IS - 3989
395	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
396	Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.
397	Supply of Bio-digestor tank of 2000 litre capacity with bacteria, material - Fibre reinforced plastic (FRP) with inliet and outlet pipe and gas pipe- Size of rectangular tank - 1460 mm (length) x 1360 mm (width) x 1000 mm (Height). Wall thickness of tank - 5 mm, Top and bottom thickness - 7 mm. Outlet water parameters shall be in accordance with the waster water norms.
398	FIRE FIGHTING WORKS
399	Providing, storing, handling, shifting, installation, testing and commissioning of halon free portable fire Extinguishers as described below:Concealed work, including cutting chases and making good the walls etc.Providing and fixing of 4.5 Kg. carbon-di-oxide type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guase ingernal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming ro IS:15683 finished externally with re enamel paint and fixed to wall with brackets complete with internal charge.
400	Providing, storing, handling, shifting, installation, testing and commissioning of halon free portable fire Extinguishers as described below:Concealed work, including cutting chases and making good the walls etc.Providing and fixing 6.0 Kg. ABC Powder type fire extinguishers consisting of welded M.S. cylinderical body, squeeze lever discharge valve fitted with pressure indicating guase internal discharge tube 30 cms long high pressure discharge hose, discharge nozzle, suspension bracket conforming to IS:15683 finished externally with re enamel paint and fixed to wall with brackets complete with inernal charge.
401	HORTICULTURE WORKS
402	Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
403	Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
404	Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :
405	Screened through sieve of I.S. designation 20 mm
406	Rough dressing the trenched ground including breaking clods.
407	Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
408	Fine dressing of the ground.
409	Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
410	Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
411	Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)
412	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads nd lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)
413	Holes 90 cm dia, and 90 cm deep
414	Holes 60 cm dia, and 60 cm deep
415	Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded).
416	Providing and stacking of Grevillea robusta (Silver Oak) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
417	Providing and stacking of Plumeria alba of height 120-135 cm. with 2-3 branches in bags of size 30 cm as per direction of the officer-in-charge.
418	Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge.
419	Providing and stacking of Euphorbia milli hybrid variety, having ht. 30 cm to 45 cm with multi branch, full bloom, fresh and healthy leaves in 30 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
420	Providing and Displaying Acalypha red well developed with fresh & healthy 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge.
421	Providing and Displaying Acalypha green well developed, fresh & healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size Earthen Pot/ Plastic Pot bushy as per direction of the officer-in-charge.
422	Providing and stacking of Murraya exotica of height 45-60 cm. in poly bags of size 15 cm as per direction of the officer-in-charge.
423	Providing and stacking of Ocimum basilicum (Tulsi Shyama) plant.
424	Providing and stacking of Ocimum basilicum (Tulsi Rama) plant.
425	Providing and Displaying Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge.
426	EMP COST for Mahadev & Madan Negi Temple
427	Air Quality Monitoring2 location ,2 sample prior to construction (Mahadev temple and Madan negi) and quarterly except monsoon at 3 locations
428	Water Quality Monitoring at 2 locations ,2 sample prior to construction (Mahadev temple and Madan negi)and quarterly except monsoon at 3 locations
429	Noise Monitoring at 2 locations ,2 sample prior to construction (Mahadev temple and Madan negi) and quarterly except monsoon at 3 locations Please Enable Macros to View BoQ information

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