Construction Of Bus Stand At Binika, Dist-Sonepur., Binika Sonerpur-Odisha

TDR : 31688671

Tender Notice
BOQ

Expired

Binika Sonerpur , Odisha

Tender Brief : Construction Of Bus Stand At Binika, Dist-Sonepur.

Document Fees
₹ 11800 /-

EMD
₹ 297500.0 /-

Tender Value
₹ 2.97 Crore /-

Submission Date
11-04-2022

Competition Type
Indian

Bidding Type
Tender

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1	TERMINAL BUILDING
2	Earthwork in excavation in alltypes of soil for site leveling, foundation, pits, trenchesand other civil works upto and including 1.5 metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.
3	Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth:consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
4	Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction ofEngineer-In-charge.
5	Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier under and alround the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc. complete (plinth area of the building at ground floor only shall be measured ) complete as per drawing, design and direction of Architect/Engineer-in-charge. as per IS code - (as per I.S.- 6313 (part II) - 1981
6	Providing and laying plain cement concrete 1:4:8 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
7	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
8	GROUND FLOOR
9	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
10	GROUND FLOOR
11	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:4) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
12	GROUND FLOOR
13	Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
14	FOOTING
15	COLUMN
16	PLINTH BEAM
17	LINTEL
18	CHAJJA
19	ROOF BEAM
20	ROOF SLAB
21	STAIR CASE
22	Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding (Bindingwire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars.
23	GROUND FLOOR
24	12mm cement plaster on external RCC/brick surfaces incement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (External Surface)
25	GROUND FLOOR
26	16mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (Internal Surface)
27	GROUND FLOOR
28	Providing 6mm thick cement plaster in RCC surfaces including deep chiping and slurry treatement at all floors at all height with cement mortar of mix (1:4)with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge.
29	GROUND FLOOR
30	Providing and fixing 20mm thick Granite stone flooring(sample of Granitestone should be approved byEngineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights.
31	GROUND FLOOR
32	Providing and laying Vitrifiedfloor tiles 600x600 mm (thickness to be specified by the manufacturer) 1st qualityof NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades laid on 20 mm thick cement mortar 1:4 (1cement: 4coarse sand ) including pointing the joints with white cement and matching pigments, etc. complete as per direction ofEngineer-In-Charge at all floors and all heights.
33	GROUND FLOOR
34	Supplying, fitting & fixing of Vitrified floor tiles of premium grade having thickness 8mm to 10mm confirming to IS 13755 ofsize 60cm x 60cm coloured/printed series in dadoes, skirting and risers of steps oflaid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge.
35	GROUND FLOOR
36	Providing and fixing seasoned sal wood work in frames at any locations including doors, windows, cupboard, clerestory and other framesfixing in position including cost of hinges, M.S. flat (30mm x 6mm) hold fasts lugs ordash fasteners of required dia and length as per drawing / specification, at all floors and all heights.
37	GROUND FLOOR
38	Providing, fitting and fixing ofapproved make 32mm thick (laminate finished thickness of the door) factory made flush doors of the followings size finished with 1mm thk. laminate of approved colour & shade to both side fixed to the teak wood bidding, complete in all respect bidding/lipping as per drawing/design. The door will be provided with all necessary fittings & fixtures, i.e. Baan Code-LKYPDC527), 125x75x3mm (code no-7912) SS201 hinges, etc. make of (green play & century ) with all materials, labour, T&P, taxes etc. as per direction of Architect/Engineer-in-Charge.
39	GROUND FLOOR
40	Providing and Fixing pristine white uPVC doors & windows make: Fenesta. Company must have own production facilities (extrusion & fabrication) & control the entire cycle from Extrusion to Installation to Post Sales Service. Providing and fixing of factory made uPVC Sliding window (White Colour) complete, comprising uPVC multi-chambered frame having in-built uPVC roller track on top and uPVC sash with wall thickness of 2.0mm (+-0.2 mm) duly reinforced with G.I. section1.6 mm (+-0.2 mm), profile shall be manufactured from Tropicalized Blend with TiO2 and required additives. Profile must be colorfast and conform to standard EN12608. The profile sections should have multi hollow (min 2 to 3 chambers) chamber to include GI reinforcement with 120 GSM zinc coated, fitted in continuous length, in closed chamber. The thickness of GI should be selected to meet the wind load requirement as per IS 875- Part III on sash/mullion. Supplier should be submitting wind load calculation & validation complying with IS-875-III before material supply. Minimum steel reinforcement thickness of 1.2mm to 2.5mm. UPVC Windows & Doors must be fabricated with fusion welded corners & must conform to the strength requirements based on wind load as per IS 875-Part III.All hardware fitted should be Non-SS, except handles to be of zinc/Al. alloy casted with powder coated.Glass should be of 6mm single clear Glass with weather seal (EPDM/TPE). There would be Warranty of 10 years on Profile & one year on hardware from the date of installation. UPVC windows & doors must be installed by profile manufacturer only.Only manufacturer Waranty is aceptable .
41	GROUND FLOOR
42	Providing and fixing M.S grill of required patterns for windows/verandahs etc. with M.S flats, square or round bars etc. including applying a coat of approved steel primer and two or more coats of synthetic enamel paint of approved make & shade, all complete as per drawing & specification. (Allsteel sections contractor\"s own supply) at all floors and all heights.
43	GROUND FLOOR
44	Providing & Applying priming one coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights.
45	GROUND FLOOR
46	Providing and applying to outside walls with two or more coats ofAnti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-charge at all elevations including all material labour complete at all floors and all heights. (External Surface)
47	GROUND FLOOR
48	Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights.
49	GROUND FLOOR
50	Preparing surface and painting at all height with two or more coats of interior Plastic Emulsion \"Royale Shyne\" of Asian Paints or equivalent of approvedshade as per the instructions of the manufacturers; giving uniform shade etcin all heights of walls etc. including interiorwall primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge at all floors and all heights. (Internal Surface)
51	GROUND FLOOR
52	Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete at all floors and all heights.
53	GROUND FLOOR
54	Supplying, fitting and fixing of Stainless steel of 304 grade in hand ralling using 50mm dia of 2mm thick circular pipe with Balustrade of size 32mm X 32mm X 2mm @ 0.90mtr. C/C and stainless square pipe bracing of size 32mm X 32mm X 2mm in 3 rows in stair case as per approved design and specification, buffing, polishing etc with cost, conveyance, taxes, all materials, labour, T&P etc. required for the complete in all respect. at all floors and all heights.
55	GROUND FLOOR
56	MCM BRICK CLADDING.-Supply of MCM Modified Clay Material - MCM A Series Brick - 240 x 60 mm of PHOMI make, as per company standard dimension, pattern, color as specified, manufactured through unfired patented (Ref: US patent 8505840 B2 & European Patent 2157139) manufacturing technology, bonded together by using low heat temperature and having CE approval with the thermal conductivity of 0.0590 W/M.K — EN 12667 (2001), thermal resistance of 0.0568 M2 K/W— EN 12667 (2001) and Fire Insulation - Class A— ASTM E84- 15. The product should be patented from United States and Europe and with certifications by IGBC, Singapore Green Label and China Green Building material. MCM Materials should be fixed with suitable Cement/ Polymer/Epoxy based adhesive as per adhesive chart and substrate and per directions of Engineer in-charge. Grouting should be done using filling and pointing method as per installation drawing provided, and colour of the grout should be as per the architect’s specification depending on the substrate and as per the direction of Engineer in-charge.
57	GROUND FLOOR
58	TERRACE FLOOR
59	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
60	TERRACE FLOOR
61	Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
62	COLUMN
63	LINTEL
64	CHAJJA
65	ROOF BEAM
66	ROOF SLAB
67	Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding (Bindingwire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars.
68	TERRACE FLOOR
69	12mm cement plaster on external RCC/brick surfaces incement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (External Surface)
70	TERRACE FLOOR
71	16mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (Internal Surface)
72	TERRACE FLOOR
73	Providing 6mm thick cement plaster in RCC surfaces including deep chiping and slurry treatement at all floors at all height with cement mortar of mix (1:4)with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge.
74	TERRACE FLOOR
75	Providing and Fixing pristine white uPVC doors & windows make: Fenesta. Company must have own production facilities (extrusion & fabrication) & control the entire cycle from Extrusion to Installation to Post Sales Service. Providing and fixing of factory made uPVC Sliding window (White Colour) complete, comprising uPVC multi-chambered frame having in-built uPVC roller track on top and uPVC sash with wall thickness of 2.0mm (+-0.2 mm) duly reinforced with G.I. section1.6 mm (+-0.2 mm), profile shall be manufactured from Tropicalized Blend with TiO2 and required additives. Profile must be colorfast and conform to standard EN12608. The profile sections should have multi hollow (min 2 to 3 chambers) chamber to include GI reinforcement with 120 GSM zinc coated, fitted in continuous length, in closed chamber. The thickness of GI should be selected to meet the wind load requirement as per IS 875- Part III on sash/mullion. Supplier should be submitting wind load calculation & validation complying with IS-875-III before material supply. Minimum steel reinforcement thickness of 1.2mm to 2.5mm. UPVC Windows & Doors must be fabricated with fusion welded corners & must conform to the strength requirements based on wind load as per IS 875-Part III.All hardware fitted should be Non-SS, except handles to be of zinc/Al. alloy casted with powder coated.Glass should be of 6mm single clear Glass with weather seal (EPDM/TPE). There would be Warranty of 10 years on Profile & one year on hardware from the date of installation. UPVC windows & doors must be installed by profile manufacturer only.Only manufacturer Waranty is aceptable .
76	TERRACE FLOOR
77	Providing and fixing M.S grill of required patterns for windows/verandahs etc. with M.S flats, square or round bars etc. including applying a coat of approved steel primer and two or more coats of synthetic enamel paint of approved make & shade, all complete as per drawing & specification. (Allsteel sections contractor\"s own supply) at all floors and all heights.
78	TERRACE FLOOR
79	Providing & Applying priming one coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights.
80	TERRACE FLOOR
81	Providing and applying to outside walls with two or more coats ofAnti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-charge at all elevations including all material labour complete at all floors and all heights. (External Surface)
82	TERRACE FLOOR
83	Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights.
84	TERRACE FLOOR
85	Preparing surface and painting at all height with two or more coats of interior Plastic Emulsion \"Royale Shyne\" of Asian Paints or equivalent of approvedshade as per the instructions of the manufacturers; giving uniform shade etcin all heights of walls etc. including interiorwall primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge at all floors and all heights. (Internal Surface)
86	TERRACE FLOOR
87	Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete at all floors and all heights.
88	TERRACE FLOOR
89	Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer\"s specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor.
90	TERRACE FLOOR
91	Waterproofing Treatment of Terrace:- Ponding test first to be done, application of Nerolac-Perma Coat & Seal in 2 coats over the roof slab & continue over the parapet wall reinforced with Nerolac-Perma Non-Woven Polyester Fabric coving with 1:4 C.M admixed with Nerolac-Perma Plast-o-Proof STD @ 100 gram per 50kg cement over the joint terrace to parapet over bond coat Nerolac-Perma latex SBR (1:4:6) followed by a the protection screed (1:1.5:3) in panel of size 2 mtr x 2 mtr to drain the water towards the rain water pipe & finally filled the grooves 8mm x 10mm with Nerolac-Perma Polyseal (Poly Sulphide Sealant) complete as per manufacture specification & direction of engineer in charge. i)- Waterproofing of Roof Top--- ii)- Groove Filling & Sealing Exposed Screed plaster-iii)- Admixture Nerolac-Perma Plast-o-Proof STD-( Rate Excluding Protection Plaster)N:B: All the waterproofing treatment shall be executed by an authorized applicator of our company. A written guarantee on non-judicial stamp paper shall be submitted by the applicator for a minimum period of 5(Five) years from the date of completion for the satisfactory performance of the entire waterproofing treatment system.
92	TERRACE FLOOR
93	SHOPPING COMPLEX-1
94	Earthwork in excavation in alltypes of soil for site leveling, foundation, pits, trenchesand other civil works upto and including 1.5 metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.
95	Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth:consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
96	Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction ofEngineer-In-charge.
97	Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier under and alround the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc. complete (plinth area of the building at ground floor only shall be measured ) complete as per drawing, design and direction of Architect/Engineer-in-charge. as per IS code - (as per I.S.- 6313 (part II) - 1981
98	Providing and laying plain cement concrete 1:4:8 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
99	Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
100	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
101	GROUND FLOOR
102	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
103	GROUND FLOOR
104	Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
105	FOOTING
106	COLUMN
107	PLINTH BEAM
108	LINTEL
109	CHAJJA
110	ROOF BEAM
111	ROOF SLAB
112	Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding (Bindingwire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars.
113	GROUND FLOOR
114	12mm cement plaster on external RCC/brick surfaces incement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (External Surface)
115	GROUND FLOOR
116	16mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (Internal Surface)
117	GROUND FLOOR
118	Providing 6mm thick cement plaster in RCC surfaces including deep chiping and slurry treatement at all floors at all height with cement mortar of mix (1:4)with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge.
119	GROUND FLOOR
120	Providing and fixing 20mm thick Granite stone flooring(sample of Granitestone should be approved byEngineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights.
121	GROUND FLOOR
122	Providing and laying Vitrifiedfloor tiles 600x600 mm (thickness to be specified by the manufacturer) 1st qualityof NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades laid on 20 mm thick cement mortar 1:4 (1cement: 4coarse sand ) including pointing the joints with white cement and matching pigments, etc. complete as per direction ofEngineer-In-Charge at all floors and all heights.
123	GROUND FLOOR
124	Supplying, fitting & fixing of Vitrified floor tiles of premium grade having thickness 8mm to 10mm confirming to IS 13755 ofsize 60cm x 60cm coloured/printed series in dadoes, skirting and risers of steps oflaid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge.
125	GROUND FLOOR
126	ROLLING SHUTTERS-Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
127	GROUND FLOOR
128	Providing & Applying priming one coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights.
129	GROUND FLOOR
130	Providing and applying to outside walls with two or more coats ofAnti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-charge at all elevations including all material labour complete at all floors and all heights. (External Surface)
131	GROUND FLOOR
132	Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights.
133	GROUND FLOOR
134	Preparing surface and painting at all height with two or more coats of interior Plastic Emulsion \"Royale Shyne\" of Asian Paints or equivalent of approvedshade as per the instructions of the manufacturers; giving uniform shade etcin all heights of walls etc. including interiorwall primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge at all floors and all heights. (Internal Surface)
135	GROUND FLOOR
136	Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete at all floors and all heights.
137	GROUND FLOOR
138	Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer\"s specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor.
139	GROUND FLOOR
140	MCM BRICK CLADDING.-Supply of MCM Modified Clay Material - MCM A Series Brick - 240 x 60 mm of PHOMI make, as per company standard dimension, pattern, color as specified, manufactured through unfired patented (Ref: US patent 8505840 B2 & European Patent 2157139) manufacturing technology, bonded together by using low heat temperature and having CE approval with the thermal conductivity of 0.0590 W/M.K — EN 12667 (2001), thermal resistance of 0.0568 M2 K/W— EN 12667 (2001) and Fire Insulation - Class A— ASTM E84- 15. The product should be patented from United States and Europe and with certifications by IGBC, Singapore Green Label and China Green Building material. MCM Materials should be fixed with suitable Cement/ Polymer/Epoxy based adhesive as per adhesive chart and substrate and per directions of Engineer in-charge. Grouting should be done using filling and pointing method as per installation drawing provided, and colour of the grout should be as per the architect’s specification depending on the substrate and as per the direction of Engineer in-charge.
141	GROUND FLOOR
142	SHOPPING COMPLEX-2
143	Earthwork in excavation in alltypes of soil for site leveling, foundation, pits, trenchesand other civil works upto and including 1.5 metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.
144	Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth:consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
145	Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction ofEngineer-In-charge.
146	Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier under and alround the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc. complete (plinth area of the building at ground floor only shall be measured ) complete as per drawing, design and direction of Architect/Engineer-in-charge. as per IS code - (as per I.S.- 6313 (part II) - 1981
147	Providing and laying plain cement concrete 1:4:8 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
148	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
149	GROUND FLOOR
150	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
151	GROUND FLOOR
152	Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
153	FOOTING
154	COLUMN
155	PLINTH BEAM
156	LINTEL
157	CHAJJA
158	ROOF BEAM
159	ROOF SLAB
160	Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding (Bindingwire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars.
161	GROUND FLOOR
162	12mm cement plaster on external RCC/brick surfaces incement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (External Surface)
163	GROUND FLOOR
164	16mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (Internal Surface)
165	GROUND FLOOR
166	Providing 6mm thick cement plaster in RCC surfaces including deep chiping and slurry treatement at all floors at all height with cement mortar of mix (1:4)with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge.
167	GROUND FLOOR
168	Providing and fixing 20mm thick Granite stone flooring(sample of Granitestone should be approved byEngineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights.
169	GROUND FLOOR
170	Providing and laying Vitrifiedfloor tiles 600x600 mm (thickness to be specified by the manufacturer) 1st qualityof NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades laid on 20 mm thick cement mortar 1:4 (1cement: 4coarse sand ) including pointing the joints with white cement and matching pigments, etc. complete as per direction ofEngineer-In-Charge at all floors and all heights.
171	GROUND FLOOR
172	Supplying, fitting & fixing of Vitrified floor tiles of premium grade having thickness 8mm to 10mm confirming to IS 13755 ofsize 60cm x 60cm coloured/printed series in dadoes, skirting and risers of steps oflaid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge.
173	GROUND FLOOR
174	ROLLING SHUTTERS-Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover
175	GROUND FLOOR
176	Providing & Applying priming one coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights.
177	GROUND FLOOR
178	Providing and applying to outside walls with two or more coats ofAnti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-charge at all elevations including all material labour complete at all floors and all heights. (External Surface)
179	GROUND FLOOR
180	Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights.
181	GROUND FLOOR
182	Preparing surface and painting at all height with two or more coats of interior Plastic Emulsion \"Royale Shyne\" of Asian Paints or equivalent of approvedshade as per the instructions of the manufacturers; giving uniform shade etcin all heights of walls etc. including interiorwall primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge at all floors and all heights. (Internal Surface)
183	GROUND FLOOR
184	Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete at all floors and all heights.
185	GROUND FLOOR
186	Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer\"s specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor.
187	GROUND FLOOR
188	MCM BRICK CLADDING.-Supply of MCM Modified Clay Material - MCM A Series Brick - 240 x 60 mm of PHOMI make, as per company standard dimension, pattern, color as specified, manufactured through unfired patented (Ref: US patent 8505840 B2 & European Patent 2157139) manufacturing technology, bonded together by using low heat temperature and having CE approval with the thermal conductivity of 0.0590 W/M.K — EN 12667 (2001), thermal resistance of 0.0568 M2 K/W— EN 12667 (2001) and Fire Insulation - Class A— ASTM E84- 15. The product should be patented from United States and Europe and with certifications by IGBC, Singapore Green Label and China Green Building material. MCM Materials should be fixed with suitable Cement/ Polymer/Epoxy based adhesive as per adhesive chart and substrate and per directions of Engineer in-charge. Grouting should be done using filling and pointing method as per installation drawing provided, and colour of the grout should be as per the architect’s specification depending on the substrate and as per the direction of Engineer in-charge.
189	GROUND FLOOR
190	PUMP ROOM,TOILET,DRIVER\"S REST ROOM,STORE ROOM.
191	Earthwork in excavation in alltypes of soil for site leveling, foundation, pits, trenchesand other civil works upto and including 1.5 metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.
192	Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth:consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
193	Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction ofEngineer-In-charge.
194	Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier under and alround the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc. complete (plinth area of the building at ground floor only shall be measured ) complete as per drawing, design and direction of Architect/Engineer-in-charge. as per IS code - (as per I.S.- 6313 (part II) - 1981
195	Providing and laying plain cement concrete 1:4:8 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
196	Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
197	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
198	GROUND FLOOR
199	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
200	GROUND FLOOR
201	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:4) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
202	GROUND FLOOR
203	Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
204	FOOTING
205	COLUMN
206	PLINTH BEAM
207	LINTEL
208	CHAJJA
209	ROOF BEAM
210	ROOF SLAB
211	Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding (Bindingwire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars.
212	GROUND FLOOR
213	12mm cement plaster on external RCC/brick surfaces incement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (External Surface)
214	GROUND FLOOR
215	16mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (Internal Surface)
216	GROUND FLOOR
217	Providing 6mm thick cement plaster in RCC surfaces including deep chiping and slurry treatement at all floors at all height with cement mortar of mix (1:4)with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge.
218	GROUND FLOOR
219	Providing and fixing 20mm thick Granite stone flooring(sample of Granitestone should be approved byEngineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights.
220	GROUND FLOOR
221	Providing and laying Vitrifiedfloor tiles 600x600 mm (thickness to be specified by the manufacturer) 1st qualityof NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades laid on 20 mm thick cement mortar 1:4 (1cement: 4coarse sand ) including pointing the joints with white cement and matching pigments, etc. complete as per direction ofEngineer-In-Charge at all floors and all heights.
222	GROUND FLOOR
223	Supplying, fitting & fixing of Vitrified floor tiles of premium grade having thickness 8mm to 10mm confirming to IS 13755 ofsize 60cm x 60cm coloured/printed series in dadoes, skirting and risers of steps oflaid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge.
224	GROUND FLOOR
225	Providing and fixing seasoned sal wood work in frames at any locations including doors, windows, cupboard, clerestory and other framesfixing in position including cost of hinges, M.S. flat (30mm x 6mm) hold fasts lugs ordash fasteners of required dia and length as per drawing / specification, at all floors and all heights.
226	GROUND FLOOR
227	Providing, fitting and fixing ofapproved make 32mm thick (laminate finished thickness of the door) factory made flush doors of the followings size finished with 1mm thk. laminate of approved colour & shade to both side fixed to the teak wood bidding, complete in all respect bidding/lipping as per drawing/design. The door will be provided with all necessary fittings & fixtures, i.e. Baan Code-LKYPDC527), 125x75x3mm (code no-7912) SS201 hinges, etc. make of (green play & century ) with all materials, labour, T&P, taxes etc. as per direction of Architect/Engineer-in-Charge.
228	GROUND FLOOR
229	Providing and Fixing pristine white uPVC doors & windows make: Fenesta. Company must have own production facilities (extrusion & fabrication) & control the entire cycle from Extrusion to Installation to Post Sales Service. Providing and fixing of factory made uPVC Sliding window (White Colour) complete, comprising uPVC multi-chambered frame having in-built uPVC roller track on top and uPVC sash with wall thickness of 2.0mm (+-0.2 mm) duly reinforced with G.I. section1.6 mm (+-0.2 mm), profile shall be manufactured from Tropicalized Blend with TiO2 and required additives. Profile must be colorfast and conform to standard EN12608. The profile sections should have multi hollow (min 2 to 3 chambers) chamber to include GI reinforcement with 120 GSM zinc coated, fitted in continuous length, in closed chamber. The thickness of GI should be selected to meet the wind load requirement as per IS 875- Part III on sash/mullion. Supplier should be submitting wind load calculation & validation complying with IS-875-III before material supply. Minimum steel reinforcement thickness of 1.2mm to 2.5mm. UPVC Windows & Doors must be fabricated with fusion welded corners & must conform to the strength requirements based on wind load as per IS 875-Part III.All hardware fitted should be Non-SS, except handles to be of zinc/Al. alloy casted with powder coated.Glass should be of 6mm single clear Glass with weather seal (EPDM/TPE). There would be Warranty of 10 years on Profile & one year on hardware from the date of installation. UPVC windows & doors must be installed by profile manufacturer only.Only manufacturer Waranty is aceptable .
230	GROUND FLOOR
231	Providing and fixing M.S grill of required patterns for windows/verandahs etc. with M.S flats, square or round bars etc. including applying a coat of approved steel primer and two or more coats of synthetic enamel paint of approved make & shade, all complete as per drawing & specification. (Allsteel sections contractor\"s own supply) at all floors and all heights.
232	GROUND FLOOR
233	Providing & Applying priming one coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights.
234	GROUND FLOOR
235	Providing and applying to outside walls with two or more coats ofAnti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-charge at all elevations including all material labour complete at all floors and all heights. (External Surface)
236	GROUND FLOOR
237	Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights.
238	GROUND FLOOR
239	Preparing surface and painting at all height with two or more coats of interior Plastic Emulsion \"Royale Shyne\" of Asian Paints or equivalent of approvedshade as per the instructions of the manufacturers; giving uniform shade etcin all heights of walls etc. including interiorwall primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge at all floors and all heights. (Internal Surface)
240	GROUND FLOOR
241	Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete at all floors and all heights.
242	GROUND FLOOR
243	Providing and laying grading conc. 25 mm (avg. thickness) cement concrete of required slope of mix 1:2:2 (1cement:2sand:2 graded stone aggregate of 10 mm nominal size) mixed with approved water proof compound as per manufacturer\"s specification on top of slab including cement slurry, all complete, including the cost of water proofing admixture, which should be approved by the Engineer-In-Charge prior to material procurement by the contractor.
244	GROUND FLOOR
245	MCM BRICK CLADDING.-Supply of MCM Modified Clay Material - MCM A Series Brick - 240 x 60 mm of PHOMI make, as per company standard dimension, pattern, color as specified, manufactured through unfired patented (Ref: US patent 8505840 B2 & European Patent 2157139) manufacturing technology, bonded together by using low heat temperature and having CE approval with the thermal conductivity of 0.0590 W/M.K — EN 12667 (2001), thermal resistance of 0.0568 M2 K/W— EN 12667 (2001) and Fire Insulation - Class A— ASTM E84- 15. The product should be patented from United States and Europe and with certifications by IGBC, Singapore Green Label and China Green Building material. MCM Materials should be fixed with suitable Cement/ Polymer/Epoxy based adhesive as per adhesive chart and substrate and per directions of Engineer in-charge. Grouting should be done using filling and pointing method as per installation drawing provided, and colour of the grout should be as per the architect’s specification depending on the substrate and as per the direction of Engineer in-charge.
246	GROUND FLOOR
247	SECURITY SHED
248	Earthwork in excavation in alltypes of soil for site leveling, foundation, pits, trenchesand other civil works upto and including 1.5 metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.
249	Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth:consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
250	Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction ofEngineer-In-charge.
251	Providing and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment and creating a chemical barrier under and alround the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc. complete (plinth area of the building at ground floor only shall be measured ) complete as per drawing, design and direction of Architect/Engineer-in-charge. as per IS code - (as per I.S.- 6313 (part II) - 1981
252	Providing and laying plain cement concrete 1:4:8 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
253	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
254	GROUND FLOOR
255	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
256	GROUND FLOOR
257	Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
258	FOOTING
259	COLUMN
260	PLINTH BEAM
261	LINTEL
262	CHAJJA
263	ROOF BEAM
264	ROOF SLAB
265	Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding (Bindingwire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars.
266	GROUND FLOOR
267	12mm cement plaster on external RCC/brick surfaces incement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (External Surface)
268	GROUND FLOOR
269	16mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. (Internal Surface)
270	GROUND FLOOR
271	Providing 6mm thick cement plaster in RCC surfaces including deep chiping and slurry treatement at all floors at all height with cement mortar of mix (1:4)with cost, conveyance, loading and unloading, royalties and taxes of all materials and cost of all labours and scaffolding required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge.
272	GROUND FLOOR
273	Providing and fixing 20mm thick Granite stone flooring(sample of Granitestone should be approved byEngineer-In-Charge) for stair case trade, riser and similar locations where ever required in horizontal/vertical surfaces of required size of approved shade, colour and texture, with moulding edge etc. laid over 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) with joints treated with white cement mixed with matching pigment, epoxy touch ups including rubbing, curing, moulding and polishing to give high gloss finish etc. complete as per direction of Engineer-in-charge. In all floors and all heights.
274	GROUND FLOOR
275	Providing and laying Vitrifiedfloor tiles 600x600 mm (thickness to be specified by the manufacturer) 1st qualityof NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades laid on 20 mm thick cement mortar 1:4 (1cement: 4coarse sand ) including pointing the joints with white cement and matching pigments, etc. complete as per direction ofEngineer-In-Charge at all floors and all heights.
276	GROUND FLOOR
277	Supplying, fitting & fixing of Vitrified floor tiles of premium grade having thickness 8mm to 10mm confirming to IS 13755 ofsize 60cm x 60cm coloured/printed series in dadoes, skirting and risers of steps oflaid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge.
278	GROUND FLOOR
279	Providing and fixing seasoned sal wood work in frames at any locations including doors, windows, cupboard, clerestory and other framesfixing in position including cost of hinges, M.S. flat (30mm x 6mm) hold fasts lugs ordash fasteners of required dia and length as per drawing / specification, at all floors and all heights.
280	GROUND FLOOR
281	Providing, fitting and fixing ofapproved make 32mm thick (laminate finished thickness of the door) factory made flush doors of the followings size finished with 1mm thk. laminate of approved colour & shade to both side fixed to the teak wood bidding, complete in all respect bidding/lipping as per drawing/design. The door will be provided with all necessary fittings & fixtures, i.e. Baan Code-LKYPDC527), 125x75x3mm (code no-7912) SS201 hinges, etc. make of (green play & century ) with all materials, labour, T&P, taxes etc. as per direction of Architect/Engineer-in-Charge.
282	GROUND FLOOR
283	Providing and Fixing pristine white uPVC doors & windows make: Fenesta. Company must have own production facilities (extrusion & fabrication) & control the entire cycle from Extrusion to Installation to Post Sales Service. Providing and fixing of factory made uPVC Sliding window (White Colour) complete, comprising uPVC multi-chambered frame having in-built uPVC roller track on top and uPVC sash with wall thickness of 2.0mm (+-0.2 mm) duly reinforced with G.I. section1.6 mm (+-0.2 mm), profile shall be manufactured from Tropicalized Blend with TiO2 and required additives. Profile must be colorfast and conform to standard EN12608. The profile sections should have multi hollow (min 2 to 3 chambers) chamber to include GI reinforcement with 120 GSM zinc coated, fitted in continuous length, in closed chamber. The thickness of GI should be selected to meet the wind load requirement as per IS 875- Part III on sash/mullion. Supplier should be submitting wind load calculation & validation complying with IS-875-III before material supply. Minimum steel reinforcement thickness of 1.2mm to 2.5mm. UPVC Windows & Doors must be fabricated with fusion welded corners & must conform to the strength requirements based on wind load as per IS 875-Part III.All hardware fitted should be Non-SS, except handles to be of zinc/Al. alloy casted with powder coated.Glass should be of 6mm single clear Glass with weather seal (EPDM/TPE). There would be Warranty of 10 years on Profile & one year on hardware from the date of installation. UPVC windows & doors must be installed by profile manufacturer only.Only manufacturer Waranty is aceptable .
284	GROUND FLOOR
285	Providing and fixing M.S grill of required patterns for windows/verandahs etc. with M.S flats, square or round bars etc. including applying a coat of approved steel primer and two or more coats of synthetic enamel paint of approved make & shade, all complete as per drawing & specification. (Allsteel sections contractor\"s own supply) at all floors and all heights.
286	GROUND FLOOR
287	Providing & Applying priming one coat with Cement primer of approved brand and manufacture on plaster surface as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights.
288	GROUND FLOOR
289	Providing and applying to outside walls with two or more coats ofAnti-Fungal Weather coat water proofing paint including scaffolding and cleaning the surface before application of approved colour and manufacture as per specification, instruction of Engineer-In-charge at all elevations including all material labour complete at all floors and all heights. (External Surface)
290	GROUND FLOOR
291	Providing and applying white cement based putty of average thickness 1 mm of approved brand and manufacturer,over the plastered wall surfaces to prepare the surface even and smooth as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete at all floors and all heights.
292	GROUND FLOOR
293	Preparing surface and painting at all height with two or more coats of interior Plastic Emulsion \"Royale Shyne\" of Asian Paints or equivalent of approvedshade as per the instructions of the manufacturers; giving uniform shade etcin all heights of walls etc. including interiorwall primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge at all floors and all heights. (Internal Surface)
294	GROUND FLOOR
295	Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete at all floors and all heights.
296	GROUND FLOOR
297	PARKING & PAVING
298	Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 ofMoSRT&H Specifications for Road & Bridge works (4th Revision)
299	Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per Clause 404 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
300	Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).
301	Providing and lying plain cement concrete of proportion (1:3:6) in foundation and floors using Portlandslag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge.
302	Providing, fixing &fitting of 80mm thick cement concrete interlocking paver block of M-30 grade and approved make,variety,colour & size made by block making machine with strong vibratory compaction of approved design and shape,laid in required colour and pattern over 50mm thick compacted bed of coarese sand, filling the joints with fine sand etc.including cost,conveyance,royality,of all matrials,labour T&P etc.complete in all respect as per direction of the engineer-in-charge
303	Providing and laying at near ground level factory made kerb stone of M-20 graded cement concrete in position to the required line, level and curveture, jointed with cement mortar 1:3 including making joints with or with out groove( thickness of joints except at sharp curve shall not to more than 5mm) including making drainage poening wherever required complete etc. as per direction of Engineer-in-charge. (precast C.C kerb stone shall be approved by Engineer-in-charge)
304	Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete.
305	RCC DRAIN SYSTEM
306	Earthwork in excavation of foundation trenches in All kinds of soil including dressing of sides and leveling the bed up to the required depth and depositing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering and dewatering (if required) with cost of labour, hire & running charges of water pumps sundries & T&P required for the work complete as directed by the Engineer-in-charge. {Rate of excavation=(Ordinary soil+Hard soil+Stony earth)/3}
307	GROUND FLOOR
308	Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. `
309	GROUND FLOOR
310	Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).
311	GROUND FLOOR
312	Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floors using Portlandslag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge.
313	GROUND FLOOR
314	Providing, lifting, hoisting and laying Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) 20 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
315	GROUND FLOOR
316	Supplying all materials, labour, T&P and providing M.S reinforcement for R.C.C work including cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer-In-Charge.
317	GROUND FLOOR
318	Providing and fixing Steel work welded in built up section / framed (including M.S. angle, plate, sq.bar, flat, m.s.tubular section, Heavy type hinges) work incuding cutting, hoisting,fixing in position and applying apriming coat of approved steel primer, two or more coats of synthetic enamel paint with approved make and brand in grating, frames, guard bar, ladder, railings for balconies and straircase, brackets, gates and similar works as per direction of Engineer-In-Charge. (All structural steelcontractor\"s own supply).
319	GROUND FLOOR
320	COMPOUND WALL
321	Earthwork in excavation in alltypes of soil for site leveling, foundation, pits, trenchesand other civil works upto and including 1.5 metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.
322	Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth:consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
323	Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).
324	Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floors using Portlandslag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge.
325	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
326	First class Fly ash Brick masonry usingbricks of size 25cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights.
327	GROUND FLOOR
328	Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
329	FOOTING
330	COLUMN
331	PLINTH BEAM
332	ROOF BEAM
333	Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding (Bindingwire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars.
334	GROUND FLOOR
335	12mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:6 (1 cement : 6 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights.
336	FOOTING
337	Providing and fixing Steel work welded in built up section / framed (including M.S. angle, plate, sq.bar, flat, m.s.tubular section, Heavy type hinges) work incuding cutting, hoisting,fixing in position and applying apriming coat of approved steel primer, two or more coats of synthetic enamel paint with approved make and brand in grating, frames, guard bar, ladder, railings for balconies and straircase, brackets, gates and similar works as per direction of Engineer-In-Charge. (All structural steelcontractor\"s own supply).
338	GROUND FLOOR
339	Providing & Applying priming one coat with water based Cementprimer of approved brand and manufacture onplastered surface including cost, conveyance, loading and unloading and taxes of all materials, cost of all labour, sundries, T & P, scaffolding etc. required for the work and complete in all respect as per specification and direction of Engineer-in-charge.
340	GROUND FLOOR
341	Wall painting two coats with 100% Acrylic emulsion paint (1st quality) exterior grade (weather coat) of approved make to make an even finished surfacein all heights with all scaffolding and staging charges including cost, conveyance, taxes of all materials, cost of all labour, etc. complete as per specification and direction of Engineer-in-Charge.
342	GROUND FLOOR
343	Providing & Painting with synthetic enamel paint of approved brand and manufacture to give an even shade as per the instruction of Engineer-In-Charge at all floors and all heights including all material & labour complete.
344	GROUND FLOOR
345	Providing and Fixing IS MB Section for cow catcher including all materials and labour complete.
346	GROUND FLOOR
347	Providing and Fixing 150mm dia G.I. Pipe ( TATA Medium)Section for cow catcher including all materials and labour complete.
348	GROUND FLOOR
349	Providing and Fixing Logo 1800mm dia fixing ofled light including all materials and labour complete. As per the instruction of Engineer-in-charge.
350	GROUND FLOOR
351	SITE AREA FILLING
352	Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).
353	GROUND FLOOR
354	Earth work in hard or gravelly soil withen 10km initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and filling in proposed area laying in layers not exceeding 0.3m in depth asper direction of the engineer-in-charge
355	GROUND FLOOR
356	INTERNAL P.H.
357	GPH Works: Supplying allmaterials, labour, T&P and providing and fixing to wall or ceiling and floor pvc pipes confirming to ASTM-D- 1785/89 (Sch-80) and pipe fittings of the following nominal borewith clamps including making good the wall, ceiling and floor, testing all complete as per specification and direction of the Engineer-in-charge.
358	20 mm CPVC sch-80 pipes (Sentini/Oriplast/Supreme)
359	25 mm CPVC sch-80 pipes (Sentini/ Oriplast/Supreme)
360	32 mm PVC sch-80 pipes (Sentine/Oriplast/Supreme)
361	40 mm PVC sch-80 pipes (Sentini/Oriplast/Supreme)
362	50 mm PVC sch-80 pipes(Sentini/Oriplast/Supreme)
363	supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking G.I. Pipes and fittings/ P.V.C. pipes and fittings etc. all complete as per P.H. specification and direction of Engineer-in-charge.
364	250 mm thick wall (10\")
365	Supplying all materials, labour, T&P and cutting hole in R.C.C floors, roofs, etc upto 19 cm thickfor passing G.I. Pipes / P.V.C pipes and fittings etc and repairing the holes afterinsertion of pipes etc with cement concrete (1:2:4 ) including finishing complete so as to make it leak proof as per direction of theEngineer-in-charge.
366	Ground Floor :- 250 mm thick wall
367	Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking G.I./P.V.C. pipes and making good the damages as per direction of the E.I.C.
368	Ground Floor
369	Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all joiniting materials complete as per specification and direction of the Engineer-in-charge.
370	Supplying all materials, labour, T&P and fixing standard sized two wayBib cock ofHindware/Jaquar/Parrywareof approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. 15mm dia CP Two waybib cock with Flange Jaquar CON-041KN.
371	Supplying all materials, labour, T&P and fixing standard sizedBib cock ofHindware/Jaquar/Parrywareof approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge.15mm dia. nominal bore Long body Bib Cock Jaquar-CON-047KN.
372	Supplying all materials, labour, T&P and fixing standard sizedBib cock ofHindware/Jaquar/Parrywareof approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge.15mm dia. nominal bore Short body Bib Cock Jaquar-CON-047KN.
373	Supplying all materials, labour, T&P and fixing standard sized15mm dia angular Stop cock of Hindware/Jaquar/Parrywareof approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification complete as per direction of Er-in-charge. 15mm dia CP angle stop cock with wall flange Jaquar CON-059KN.
374	Supplying all materials, labour, T&P and fixing standard sized pillar cock of Hindware/Jaquar/Parryware of approved make etc complete including cutting the wall and making good the damages, including cost of all materials complete as per PH specification and direction of Engineering-in-charge. 15mm dia brass pillar cock Jaquar Continental Cat. No.- CON -011KN.
375	Fixing of 25mm dia Brass / Gun meta ball Valve confirming toIS : 781-1995 of approved makeas per specification complete as per direction of Er-in-charge.32mm dia brass or gun metal full way valve (shakti make)
376	Fixing of 32mm dia Brass / Gun meta ball Valve confirming toIS : 781-1995 of approved makeas per specification complete as per direction of Er-in-charge.32mm dia brass or gun metal full way valve (shakti make)
377	Fixing of 40mm dia Brass / Gun meta ball Valve confirming toIS : 781-1995 ofof approved makeas per specification complete as per direction of Er-in-charge.40mm dia brass or gun metal full way valve(shakti make)
378	15mm dia PVC connection pipe 450 mm long
379	15mm dia CP Extention Nipple
380	Providing and fixingcircular type stainless steeljalli (grating) with hole for floor /nahani trap etc complete as per specification and direction of the Engineer in charge.
381	Supplying all materials, labour, T&P and fixing Health Faucet of Hindware/Jaquar/Parryware complete with Chromium plated brass brackets fixed to wooden plugs with Chromium plated brass screws as per specification and direction of theEngineer-In-Charge.15mm dia CP Health Faucet of Jaquar 1.2mtr long, 8MM diaJaquar ALD-577.
382	Supplying all materials, labour, T&P and fixing Rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS:12701--1996 including cutting holes through the tank and fixing mild steel ltubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc, including hoisting up to a height of 5 meters above ground level and placing the tank to the required position and providing 1st class K.B.Brick work in cement mortar (1:6) of 0.46mt. height in staging and in circular protection wall to support the tank, 12mm thick cement plaster (1:6) over brickwork, R.C.C.slab of size 1.60mt.x1.60mt. and 0.10mt. thick, R.C.C.beam of 0.25mt.x0.30mt. and 2.60mt. average length in cement concrete (1:2:4) using 12mm size h.g.chips including centering and shuttering, watering, curing, conveyance of all materials to worksite etc all complete as per specification and direction of theEngineer-In-Charge.
383	2000 litre capacity water storage tanksin the roof of 1st floor.
384	Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer\"s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer-In-Charge.
385	110mm diameter U-PVC SWR pipes(Oriplast type-B/Supreme)
386	110mm U-PVCdoor Tee
387	110mm U-PVC offset
388	110mm U-PVCdoor bend
389	110mm U-PVCplain shoe bend
390	110mm U-PVCvent cowl
391	110mm P-trap
392	110mm U-PVCplain bend
393	Fixingfloor traps of the following nominal diameter of outlet of self cleaning design withscrewed down or hinged grating with or without vent arm complete including cost of cutting and making good the walls and floors all complete as per specification.
394	250mm to 375mm thick wall
395	Supplying all materials, labour T&P and and fixing 12.50 liters/10 liters capacity low level flushing cistern of Hindware/Jaquar/Parryware with a pair of cast iron or M.S. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle,unions and couplings for connection with inlet, outlet and overflow pipes, 32mm dia CP long flush bend, 15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connceting the inlet pipe with suupply main etc all complete as per the specification and direction of the Engineer-in-charge.
396	10 Liters capacity PVC cistern with 32mm dia flush bend.Hindware sleek fresh single flushStarwhite, Size 47.6 X 15.5 X 32.5 cm
397	Supplying all materials, labour, T&P and fixing vitreous china water closet, squatting pan (Indian type W.C pan/Orissa pattern squatting pan) of Hindware/Jaquar/Parryware duly embedded in cement concrete (1:4:8) using 4cm size hard granite metal including fixing a pair of vitreous china 250mm x 130mm x30mm footrest, fixing 100mm dia HCI \"p\" or \"s\" trap (with/without 50mm dia horn) for water colset squatting pan including jointing the trap with pan in cement mortar (1:1) cutting the floor and mending good the damages etc all complete as per specification and direction of theEngineer-In-Charge.
398	Hindware Orissa Pan cat no 20004 Starwhite. Size- 53x41 cm
399	Supplying all materials, labour, T&P and fixing the following vitreous china Wash Down Water Closet (European type W.C. pan) of Hindware/Jaquar/Parryware with integral \"p\" or \"s\" trap to the floor with wooden plug and chromium plated pedestal screws including jointing the trap with soil pipe in cement mortar (1:1) fixing plastic seat and cover for wash down water closet with chromium plated brass hinges and rubber buffers including polishing etc all complete as per specification and direction of theEngineer-In-Charge.
400	EWC with \"p\" / S trap plain Hindware Cat No-20087 (S-10) Starwhite type, size-57x35x39 cm, seat cover for Hindware seat cover Premium starwhite.
401	Supplying all materials, labour T&P and fixing wash basins of Hindware/Jaquar/Parryware with hole for pillar taps with cast iron or M.S.brackets painted white including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc, fixing pedestal for wash basin recessed at the back for the reception of pipes and fittings, fixing PVC waste pipe of 32mm nominal diameter for wash basin including brass check nut complete, fixing pillar taps capstan head screw down high pressure lettered \"Hot\" and \"Cold\" with long screws, shanks and back nuts of 15mm dia nominal bore, fixing 15mm dia PVC inlet connection pipe and making connection with pillar cocks and supply mains for wash basin, fixing 32mm dia CP brass waste, etc all complete as per specification and direction of theEngineer-In-Charge.
402	Hindware ARIEL Wash Basin Size - 550mmx400x790mm, Cat.No. 10100 Starwhite & Hindware ARIEL Pedestal Cat -no- 11003 Starwhite.
403	Supplying all materials, labour T&P and fixing counter sunk Wash Basin Size - 545mmx545x180mm, Cat.No. FSS-WHT-29601 with all fittings as per direction of the engineer-in -charge.
404	Supplying all materials, labour, T&P and fixing Flat back large pattern urinal of Hindware/Jaquar/Parryware the following sizes including connecting the urinal with 32mm dia pvc waste pipe 910mm long by means of white lead mixed with chopped hemp, fixing 32mm dia CP dome waste, 15mm dia CP spreader including cutting holes in walls land making good the damages with supply of wooden plugs, screws and cement etc all complete as per specification and direction of the Engineer in charge. Hindware Flat back large urinal cat no-60002 starwhite,Size-37.5x39x59 cm.
405	Supply and fixing all materials, labour, T & P and providing urinal partition with italian collection(pastel)- size- 75x16.5x36.5 cm Cat no-61005 etc all complete as per direction of the Engineer-In-Charge. Make-Hindware.
406	Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm thick A.C.sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification and direction of the Engineer-in-charge.750mmx600mm size B.E.mirror (Alpina/Golden fish/Belgion)
407	Supplying all materials, labour, T&P and fixing standard size glass-shelf of Hindware/Jaquar/Parryware with CP brass brackets and guard rails complete fixed to wooden plugs with CP screws as per specification anddirection of the Engineer-in-charge.Jaquar glass shelf ACN-1171 N 600mm long
408	Supplying all materials,labour, T&P and fixing standard sized CP towel rail24\"of Hindware/Jaquar/Parryware complete withCP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer-In-Charge-25mmx600mm long CP towel rail (Jaguar make) ACN-1111NM.
409	Supplying all materials, labour, T&P and fixing standard sizedChromium Plated brasstowel ring complete with Chromium Plated brassbrackets fixed to wooden plugs with Chromium Plated brassscrews as per specification and direction of the Engineer in charge
410	Supplying all materials, labour, T&P and fixing standard sizedChromium Plated soap case ofHindware/Jaquar/Parryware complete with Chromium Plated brassbrackets fixed to wooden plugs with Chromium Plated brassscrews as per specification and direction of the Engineer in charge-CP soap holder (Jaguar make) ACN-1131N.
411	Supplying all materials, labour, T&P and fixing standard sized Robe Hook ofHindware/Jaquar/Parryware complete with all as per specification and direction of the Engineer in charge. Jaquar Robe hook AGA-BIV-31791
412	Supplying all materials, labour, T&P and fixing standard sized Soap Dispensor ofHindware/Jaquar/Parryware complete with all as per specification and direction of the Engineer in charge. Soap dispense with Glass Bottle. CAN-1135N.
413	Supplying & fixing of Matrix Set-1 Mat code-70002,EWC : (P-18) (WB 46X36 with one pair mounting brackets, EWC & cistern complete with fittings & seat cover, one no hinged rail 76 cm and 4 nos of grab rail 60cm complete with all as per specification & direction of the Engineer in charge.
414	Providing and fixing Salem Stainless steel A ISI (18/8) kitchen sink as per IS : 13983 with C.I. Brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required. a) Kitchen Sink with drain board Nirali makesize 510 X 1040 mm bowl depth 178 mm.
415	Supply all materials, labour, T&P and providing fitting & fixing (Aqua guard) pure Chill 80 PSS UV of size 750x570x1350 mm height with water storage capacity 80 liters along with 2 nos of fancets 1 for cold water and 1 for normal water including a flow of 1.5 ltr per minute etc. all complete as per approved drawing, specification and direction of the EIC.
416	Providing, fitting and fixingVitrified industrial floor tile of size 300x300 mm of approved make conforming to IS: 13755 laid on 20 mm thick cement mortar 1:4 (1 cement: 4 course sand) and filling joints with white cement of approved quality including cost of all materials, labour T&P etc required for the work all complete as per direction of Engineer-In-Charge (for New work only)
417	Supplying, fitting & fixing of 30cm x 20cm/20cm x 20cm special plain/printed series Ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS 13753 in dadoes, skirting and risers of stepslaid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge
418	FRP Door Frame-Providing and fixing FRP Door frames Size (65mmx90mm)at any locations including doors, windows, cupboard, clerestory and other framesfixing in position including cost of hinges, M.S. flat (30mmx6mm) hold fasts lugs or dash fasteners of required dia and length as per drawing/specification, at all floors and all heights.
419	FRP Door Shutter-Supplying fitting, fixing Fatory made single leaf rigid FRP sandwich composite Door/Window shutter (allternatly GRP) of 32 mm thick laminated with two GRP skins with wood grain finish fabricated using UV-stabilised isopathalic Gelcoat and one layer of 450 gsm E-glass Chopped Strand Mat (CSM) mpregnate with orthopthalic polysterskin. The thickness of the skins shall not be less than 1.5 mm Expanded polystyone(EPS) structural foam panel of 29 mm thickness and a density of 20 kg/cu.mtr shall be used as core material. Wooded reinforcement made of seaoned sal wood block of cross section not less than 28mm x 32mm and also necessary sal wood reinfocements for fitting the metal fittings such as tower bolt, aldrop. hanles, etc. shall be provided. A structural adhesive compatible with (EPS) foam shall be used for bending the core material. The material and process for manufacturing the door shutters shall be conform to RV- TIFAC composite design Center\"s standards and specifications and the door shutters tested in conforming to IS: 4020-1998. The finish door shutter will be plain colour as per specification and diection of Engineer-In-Charge.
420	EXTERNAL P.H.
421	Supplying all materials, labour, T & P and constructing Gully trap chamber of the following inside size with 8 cm thick R.C.C. precast cover slab in CC (1:2:4) mix using 12mm size h.g. chips, foundation concrete (1:4:8) using 40mm size h.g. metal on bed aound trap , Fly Ash brickwork in CM (1:6) in P&F and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mm x100mm size gully trap, 150mm x150mm C.I gratig etc. all complete as per aproved drawing, specification and direction of Engineer-in-charge.
422	250mmx250mm with RCC cover
423	Supplying all materials, labour, T & P and constructing Inspection chamber of the following inside size with CC (1:3:6) mix using 40mm size h.g. metal on bed, Ist class Fly Ash brickwork in CM (1:6) , moulding and shaping the channel inside and benching with CC (1:2:4) using 12mm size h.g. chips, 12mm thick cement plastering (1:3) finished with punning to inside , cement flush pointing (1:3) to outside , R.C.C. cover slab in (1:2:4) using 12mm size h.g. chips with RCC man hole cover , earth work in excavation in all kinds of soil and refilling the cavity around the chamber including watering ,curing, conveyance of all materials to worksite , payment of royality , taxesetc. all complete as per aproved drawing , specification and direction of Engineer-in-charge.
424	Inside size 760mm x760mm x450mm
425	Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized PVC pipes conforming to IS: 4985/2000 of the following outside dia for class-3(0.60mpa) including jointing with supply of approved solvent cement by non-heat application method/as per manufacturer’s specification, providing and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the Type C-1 standard bedding surrounding or encasingincluding concrete for bedding and curing etc all complete as per PH specification and direction of the Engineer-in-charge.
426	110 mm dia U-PVC pipes Class-3 (0.60 mpa)
427	160 mm dia U-PVC pipesClass-3 (0.60 mpa) (all round concrete)
428	Supplying all materials, labour, T&P and constructing Man hole chamber of the following size withcement concrete (1:3:6) using 40 mm size HG metal on bed , !st class Fly Ash Brick work in CM (1:6) moulding and shaping the channel inside and benching with CC (1:2:4) mix using 12 mm size H.G chips,12 mm thick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside ,RCC cover slab in (1:2:4) mix using 12 mm size H.G chips with RCC man hole cover , earth work in all kinds of soil and refilling the cavity around the camber including watering, curing, conveyance of all materials to worksitepaymentof royalty, taxes etc. all completed as per approved drawing, specification and direction of Engineer-in-charge.
429	Inside size 900mmx900mmx900mm
430	addl depth of 0.30m upto 4.50m depth
431	Construction of 100 users septic tank. Size:- (8x2.6x2) mtr
432	Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per direction of theEngineer-in-Charge.
433	Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15 cm in depth : consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
434	Supplying offilling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of E.I.C.
435	Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand : 8 stoneaggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
436	Supplying all materials, labour, T&P and providing cement concrete (1:2:4) with 12m size hard broken granite chips including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
437	Supplying all materials, labour, T&P and providing brick work with Fly Ash bricks having crushing strength not less than 75kg/cm² with dimensional tolerance ± 8 percent in cement mortar (1:4) including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge (230X110X80)
438	Supplying all materials, labour, T&P and providing 12mm thick cement plaster (1:6) on brickwork including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
439	Providing 16mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) with OPC 53 grade cement finished smooth to inside smooth surface of brick masonry walls after racking out the joints including watering and curing, rounding of corners etc. complete with cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P and scaffolding required for the work etc. complete in all respect as desired by the Engineer in charge.
440	Supplying all materials, labour, T&P and providing cement punning including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
441	Supplying all materials, labour, T&P and providing M.S reinforcement for R.C.C work including cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
442	Providing, lifting, hoisting and laying Reinforced cement concrete of M-250 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
443	Supplying all materials, labour, T&P and making MS step iron in 20mm diameter MS steel bars and fixing into walls ofman hole/septic tank duly embedded in cement concrete (1:3:6) complete as per specification and direction of the Engineer in charge.
444	Supplying all materials, labour, T&P and laying in trenches ( to level or slope ) and jointing with provision of stiff mixture of cement mortar in proportion of 1:1 for salt glazed stoneware pipes, Grade—A of the following internal diameters including testing of pipes and joints complete. 110mm diameter UPCpipe
445	Supplying all materials, labour, T&P and constructing soakway pit of the following size with precast RCC rings joined loose, gravel backing in the rear of well steining, precast RCC cover slab in cement concrete (1:2:4) using 12mm size hg chips fitted with iron lifting handles including cutting hole in the rings for inlet pipe,earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer-In-Charge
446	RCC rings soakway pit 1.2m dia x 2.0m deep
447	BOREWELL
448	Construction of 1 No production wells including scientific source finding through consolidated and unconsolidated rock with down the hammer drilling rig or combination rig with PVC pipe and installation of submersible pump set with all acessoriesLabour for drilling a perfectly vertical bore hole of specified dia for a specified depth below ground level through consolidated and unconsolidated rock with down the hole hammer drilling rig or combination rig as required to suit the site condition as per the direction of the Engineer in charge including use of own rig with its accessories, tools and plant and consumables etc for lowering of 200mm/150mm dia G.I/P.V.C/M.S casing pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (G.I/ P.V.C/ M.S casing pipes if required to prevent collapse of overburden is to be provided by the contractor including lowering and withdrawing after completion of the tube well), 200mm dia to 400mm dia in overburden portion including packing of gravel supplied by the contractor for 400mm dia bore only
449	00 mtr to 30mtr
450	30 mtr to 45mtr
451	Drilling of 150mm dia bore
452	45 mtr to above
453	Lowering the following size of G.I/P.V.C/M.S housing pipes with or without slotted pipes as per the necessity from ground level up to 45.00m depth and fitted and fixed up in perfectly vertical position including cutting and threading of pipes and slotted pipes and supplying and fixing all jointing materials, tools and plant etc all complete and keeping the top of casing pipe threaded including plugging tube wells to prevent entry of foreign materials.
454	00 mtr to 30mtr
455	30 mtr to 45mtr
456	Supplying polyvinyl chloride pipes as per ASTM-D-1785-89 having threads in accordance with DIN 2999 part-1/DIN-42225 part-II specification length of pipe (laying length) will be 3 mtrs. The pipes shall be supplied with both external and threaded with free socket. The pipe having external thread at one end i.e female and or belled end. The female end having internal thread is to be belled in order to accept the male end while jointing pipes with a bore threading shall be provided with a greave at the roof of the male thread accomodate flexible PVC/Rubber \"O\" ring to make the joint water tight colour of the pipe shall be blue. The name of the manufacture along with batch No class of pipe shall be stranded legibly of each pipe length.
457	200mm dia PVC (sch-80) pipe
458	Supplying all materials, labour, T&P and providing and providing sanitary sealing by cement concrete grouting of annular space around GI/PVC/MS housing pipe upto 5m below ground level (as per drawing) to plug the bore hole excluding cost of cement all complete as per direction of the Engineer in charge. Minimum one metre of casing pipe to be inserted in the bore into the rock at the bottom to ensure sanitary sealing (excluding cost of cement which will be supplied directly by the department)
459	Cleaning and developing the tube well with supply of compressor worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per direction of the Engineer in charge
460	Supplying all materials, labour, T&P and providing, fitting and fixing submersible pump with squirrel cage induction type submersible type submersible electric motor to run on 3 phase/1 phase line voltage ranging from 320 volt to 450 volt conforming to IS: 8034/89 with following specifications with suitable control panel, jointing with GI/PVC/HDPE pipes, electrification, testing, commissioning, trial running, conveyance of all materials to worksite, payment of taxes etc all complete as per specification and direction of the Engineer in charge (Texmo/Crompton Greaves/Kirloskar make)
461	1 H.P. Single phase/ three phase 3 stagehead renge of 20 to 35 mtr with discharge capasity 145 to 110 L.P.M With outlet dia 25 mm (keeping 100% standby)
462	DOL Control panel
463	40mm dia steel short piece
464	Well cap
465	50mm size CI bracket
466	2.50sqmm flat cable
467	20mm dia rigid UPVC pipes
468	Steel rope with cover
469	Labour charges for lowering including transportation
470	Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor HDPE pipes and pipe fittings conforming to IS: 4984/2000 (10kgf/sqcm) of the following nominal bore with clamps and jointing by Fusion welding method including testing, making good the wall, ceilingand floor all complete as per specification and direction of the Engineer in charge
471	32mm HDPE pipes (Finolex/Supreme make)
472	UG TANK
473	Earthwork in excavation in alltypes of soil for site leveling, foundation, pits, trenchesand other civil works upto and including 1.5 metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge.
474	Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth:consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge.
475	Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction ofEngineer-In-charge.
476	Providing and laying plain cement concrete 1:4:8 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height.
477	Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed andcleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portlandslag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
478	BASE
479	WALL/BEAM
480	SLAB
481	Supplying, straightening, cutting, bending, placing in position and binding reinforcement steel work in RCC/reinforced brick works as per drawing and specification including preparation of respective bar bending schedule and binding (Bindingwire to be used as per the IS code) etc. all complete as per direction of Engineer-in-charge Cold Twisted bars, Thermo-Mechanically-treated bars.
482	GROUND FLOOR
483	Waterproofing Treatment :- Ponding test first to be done, application of Nerolac-Perma Coat & Seal in 2 coats over the roof slab & continue over the parapet wall reinforced with Nerolac-Perma Non-Woven Polyester Fabric coving with 1:4 C.M admixed with Nerolac-Perma Plast-o-Proof STD @ 100 gram per 50kg cement over the joint terrace to parapet over bond coat Nerolac-Perma latex SBR (1:4:6) followed by a the protection screed (1:1.5:3) in panel of size 2 mtr x 2 mtr to drain the water towards the rain water pipe & finally filled the grooves 8mm x 10mm with Nerolac-Perma Polyseal (Poly Sulphide Sealant) complete as per manufacture specification & direction of engineer in charge. N:B: All the waterproofing treatment shall be executed by an authorized applicator of our company. A written guarantee on non-judicial stamp paper shall be submitted by the applicator for a minimum period of 5(Five) years from the date of completion for the satisfactory performance of the entire waterproofing treatment system.
484	GROUND FLOOR
485	INTERNAL ELECTRICAL WORKS
486	Recessed wiring to light point / first light of group control/ call bell point/ exhaust fan point /wall fan point with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVCconduit with 6 Amp, 250 V clip in type switch ISI marked and ceiling rose ISI marked mounted on G.I modular box with face plate & cover of suitable size ,with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. (Make of wire Finolex /Polycab/ Anchor / Havels/Eq) (Make of modular box,cover,switch & socket-Legrand Myrios/schneider opale/Eq) With 10Years Warenty
487	Recessed wiring to secondary light pointlooped from primary light point with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVCconduitwith 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor for running earth including3 plate ISI marked Ceiling rose with all accessories & connection as per direction of Engineer-in-charge. (Make of wire Finolex /Polycab/ Anchor / Havels/Eq)Average Length: 3mtr
488	Recessed wiring to ceiling fan point with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVCconduit with 6Amp 250V Modular Switch,Stepped type Moudular Regulator, Base & Cover with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor for running earth including all accessories & connection as per direction of Engineer in charge. (Make of wire Finolex /Polycab/ Anchor / Havels/Eq)Group B
489	Recessed wiring to Twin control light pointwith 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVCconduit with 6Amp, 250 V clip in type 2way switch ISI marked and ceiling rose ISI marked mounted on G.I modular box with face plate & cover of suitable size ,with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer-in-charge. (Make of wire Finolex /Polycab/ Anchor / Havels/Eq)Group C
490	Recessed wiringfor 5 / 6 amp socket outletwith6Amp, 250 V clip in type modular switch ISI markedmounted on G.I moular box with face plate & cover of suitable sizeincluding all accesories and connection on same switch board as per direction of Engineer-in-charge.
491	Recessed wiringfor 5 / 6 amp socket outlet with 2 x 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVCconduit with 6Amp, 250 V clip in type switch ISI markedmounted on G.I moular box with face plate & cover of suitable size ,with 1.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection on separate board as per direction of Engineer-in-charge.(Make of wire Finolex /Polycab/ Anchor / Havels/Eq)Group C
492	Recessed wiringfor2 x 6 amp socket outlet controlled by 2 nos6Amp, 250 V clip in type switch ISI markedmounted on single G.I moular box with face plate & cover of suitable sizeincluding all accesories and connection on separate board as per direction of Engineer-in-charge.
493	Recessed wiringfor 6 pin 16 amp socket outletwith 16Amp, 250 V clip in type switch ISI markedmounted on G.I moular box with face plate & cover of suitable sizeincluding all accesories and connection as per direction of Engineer-in-charge. 25Nos for Stage Light,3Nos For Aquaguard.
494	Recessed wiringfor A.C/ Power socket outletwithindustrial type socket outlet,plug top and metal chained cover in sheet steel enclosure,20A/32A SP MCBincluding all accesories and connection as per direction of Engineer-in-charge.
495	Recessed wiring to exhaust fan/Wall Fan point with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVCconduit with 6Amp 250V Modular Switch, Base & Cover with 1.5sqmm FRLSH PVC insulated single core multistrand copper conductor for running earth including all accessories & connection as per direction of Engineer in charge. (Make of wire Finolex /Polycab/ Anchor / Havels/Eq)Group B Call bell point
496	Call bell point
497	Recessed wiringfor3 x 6 amp socket outlet controlled by 2 nos6Amp, 250 V clip in type switch ISI markedmounted on single G.I moular box with face plate & cover of suitable sizeincluding all accesories and connection on separate board as per direction of Engineer-in-charge.
498	Recessed wiring to submain in 4 x 10 sq.mmFRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 40 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 2 x 6 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as equired.(Make of wire Finolex /Polycab/ Anchor / Havels/Eq)
499	Recessed wiring to submain in 2 x 6 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 25 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 4 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as equired. (Make of wire Finolex /Polycab/ Anchor / Havels/Eq)
500	Recessed wiring to submain in 2 x 4 sq.mm FRLSH PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 20 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 2.5 sq.mm FRLSH PVC insulated single core multistrand copper conductor as earth wire as equired. (Make of wire Finolex /Polycab/ Anchor / Havels/Eq)

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Construction Of Bus Stand At Binika, Dist-Sonepur., Binika Sonerpur-Odisha

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