Development Of Ganjam Haat And Commercial Complex Of Beda Brahmapur At Brahmapur Ganjam Odisha Civil Ph And Electrical
Tender Overview
Project Description
Development Of Ganjam Haat And Commercial Complex Of Beda Brahmapur At Brahmapur Ganjam Odisha Civil Ph And Electrical
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 04-Apr-2020 | 1st Corrigendum | Date | 21-May-2020 |
BOQ
| Name of Work: DEVELOPMENT OF GANJAM HAAT AND COMMERCIAL COMPLEX OF BeDA BRAHMAPUR AT BRAHMAPUR | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | MARKET COMPLEX | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 2.4metre depth 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. All kind of soils | BI01010001010000000000000515BI0100001113 | 1558.01 | Cum |
| 3 | 1.02 | Stoney earth . | BI01010001010000000000000515BI0100001114 | 311.602 | Cum |
| 4 | 1.03 | Cutting hard rocks by using jack hammer with compressor (blasting prohibited) and to be removed by pick axes and crow bars to be paid on premeasurement and stacked in proper stacks separately complete as per drawing, design and direction of Architect/Engineer-in-charge. Hard rock . | BI01010001010000000000000515BI0100001115 | 207.735 | Cum |
| 5 | 1.04 | 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. | BI01010001010000000000000515BI0100001116 | 1391.82 | Cum |
| 6 | 1.05 | 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 of Engineer-In-charge. Foundation | BI01010001010000000000000515BI0100001117 | 1342.54 | Cum |
| 7 | 1.06 | 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 Foundation | BI01010001010000000000000515BI0100001118 | 2160.97 | Sqm |
| 8 | 1.07 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well ramed, consolidated and grouted with fine sand and finishing the top smooth including shuttering at the edges, excavation and disposing of surplus earth with a lead of 100m. | BI01010001010000000000000515BI0100001119 | 201.037 | Sqm |
| 9 | 1.08 | Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. Foundation | BI01010001010000000000000515BI0100001120 | 614.388 | Cum |
| 10 | 1.09 | First class Fly ash Brick masonry using bricks 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. Substructure | BI01010001010000000000000515BI0100001121 | 170.882 | Cum |
| 11 | 1.1 | First class Fly ash Brick masonry using bricks 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. Ground Floor | BI01010001010000000000000515BI0100001122 | 368.633 | Cum |
| 12 | 1.11 | First Floor | BI01010001010000000000000515BI0100001123 | 404.624 | Cum |
| 13 | 1.12 | Second Floor | BI01010001010000000000000515BI0100001125 | 404.624 | Cum |
| 14 | 1.13 | Terrace floor | BI01010001010000000000000515BI0100001126 | 179.413 | Cum |
| 15 | 1.14 | First class Fly ash Brick masonry using bricks 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. Ground Floor | 14.5 | Cum | |
| 16 | 1.15 | First Floor | 14.5 | Cum | |
| 17 | 1.16 | Second Floor | 14.5 | Cum | |
| 18 | 1.17 | 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. a) Foundation | 204.272 | Cum | |
| 19 | 1.18 | b) Plinth beam | 133.117 | Cum | |
| 20 | 1.19 | C) Lintel Ground Floor | 63.637 | Cum | |
| 21 | 1.2 | First Floor | 63.637 | Cum | |
| 22 | 1.21 | Second Floor | 63.637 | Cum | |
| 23 | 1.22 | Terrace floor | 4.604 | Cum | |
| 24 | 1.23 | D ) Roof Beam Ground Floor | BI01010001010000000000000515BI0100001133 | 159.741 | Cum |
| 25 | 1.24 | First Floor | BI01010001010000000000000515BI0100001135 | 159.741 | Cum |
| 26 | 1.25 | Second Floor | BI01010001010000000000000515BI0100001136 | 159.741 | Cum |
| 27 | 1.26 | Terrace floor | BI01010001010000000000000515BI0100001137 | 10.091 | Cum |
| 28 | 1.27 | E) Roof Slab Ground Floor | BI01010001010000000000000515BI0100001138 | 324.145 | Cum |
| 29 | 1.28 | First Floor | BI01010001010000000000000515BI0100001140 | 325.232 | Cum |
| 30 | 1.29 | Second Floor | BI01010001010000000000000515BI0100001141 | 325.232 | Cum |
| 31 | 1.3 | Terrace floor | BI01010001010000000000000515BI0100001142 | 19.74 | Cum |
| 32 | 1.31 | F) Stair case Ground Floor | BI01010001010000000000000515BI0100001143 | 13.955 | Cum |
| 33 | 1.32 | First Floor | BI01010001010000000000000515BI0100001145 | 13.955 | Cum |
| 34 | 1.33 | Second Floor | BI01010001010000000000000515BI0100001146 | 13.955 | Cum |
| 35 | 1.34 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-300 grade as per approved designs and drawings having a minimum compressive strength (in work test) 300 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. i) Column. Ground Floor | BI01010001010000000000000515BI0100001147 | 91.8 | Cum |
| 36 | 1.35 | First Floor | BI01010001010000000000000515BI0100001148 | 64.8 | Cum |
| 37 | 1.36 | Second Floor | BI01010001010000000000000515BI0100001149 | 64.8 | Cum |
| 38 | 1.37 | Terrace floor | BI01010001010000000000000515BI0100001150 | 31.626 | Cum |
| 39 | 1.38 | 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 ( Binding wire 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. Ground Floor | BI01010001010000000000000515BI0100001151 | 1468.95 | Qtl. |
| 40 | 1.39 | First Floor | BI01010001010000000000000515BI0100001152 | 919.701 | Qtl. |
| 41 | 1.4 | Second Floor | BI01010001010000000000000515BI0100001153 | 919.701 | Qtl. |
| 42 | 1.41 | Terrace floor | BI01010001010000000000000515BI0100001154 | 117.273 | Qtl. |
| 43 | 1.42 | POLYCARBONAE SHEET ROOFING. A) MS STEEL STRUCTURE- Supplying, Providing, Fabricating, Assembling, hoisting, erecting and placing in position MS Built-up section/ Tubular Structure (MS) confirming to IS 2062 Grade Yst 250-350, Tubular Structure:- made from steel hollow sections, ISI marked from SAIL/ RINL/ TATA/ JINDAL, confirming to IS 1161/4923, Grade Yst 310, thickness upto 10mm) in the profile shape as per drawings with special plate connector, pinion joints, Plates, hollow sections, etc and applying a coat of epoxy primer, and including Preparation of detailed fabrication and erection drawings of Structural steel work from design drawings issued by Engineer- in- charge and incorporation of Engineer-in-Charge’s comments on same, transportation from fabrication yard, cutting, threading, machining, leads and lifts upto all heights, tools and plants and necessary scaffolding etc. required for all operations involved to make structure of Metal sheet roofing .\nThe tubular structure system with plate connectors, pinion joints, etc must be sustained up to 280 km/hour wind pressure. The structure has to be provided as per conceptual drawings of metal shade.\nSURFACE FINISH OF STRUCTURE.\nThe complete structure to be hot deep galvanized with thickness of 100 micron painted with one coat galvanized primer and final finish with pucoat.One coat of Epoxy Intermediate MIO and one coat of Polyurethane paint on steel work at all locations prepared by galvanized structure . \nThe work is to be executed as per technical specification and direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001155 | 43760 | kg |
| 44 | 1.43 | B) POLYCARBONATE Supplying, providing & fixing of multi walled polycarbonate sheet cover of 12 mm thick of required color at the top of the structure of required diameter and height. The jointing at the junction of sheet to be done with powder coated aluminium joint profile having necessary accessories like sealing strip, end cap, stopper, fastener, joiner, screws etc of required thickness. The aluminium profile to be fixed using self drilling SS screws & the profile edges to be sealed using weather silicon. Rate includes Transport to the site and installation with all accessories, screws etc complete as per the design approved by the Engineer-in-Charge. (The approved make in Sunpal/ Polygal or equivalent) | BI01010001010000000000000515BI0100001156 | 1240 | Sqm |
| 45 | 1.44 | 12mm cement plaster on external RCC/brick surfaces in cement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. Ground Floor | BI01010001010000000000000515BI0100001157 | 1509.35 | Sqm |
| 46 | 1.45 | First Floor | BI01010001010000000000000515BI0100001158 | 1797.12 | Sqm |
| 47 | 1.46 | Second Floor | BI01010001010000000000000515BI0100001159 | 1797.12 | Sqm |
| 48 | 1.47 | Terrace floor | BI01010001010000000000000515BI0100001160 | 1210.1 | Sqm |
| 49 | 1.48 | 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. Ground Floor | BI01010001010000000000000515BI0100001161 | 2970.99 | Sqm |
| 50 | 1.49 | First Floor | BI01010001010000000000000515BI0100001162 | 2970.99 | Sqm |
| 51 | 1.5 | Second Floor | BI01010001010000000000000515BI0100001163 | 2970.99 | Sqm |
| 52 | 1.51 | Terrace floor | BI01010001010000000000000515BI0100001164 | 305.77 | Sqm |
| 53 | 1.52 | 6 mm cement plaster on RCC surfaces at ceiling/slab soffit and other locations with cement mortar of mix 1:4 (1 cement : 4 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. Ground Floor | BI01010001010000000000000515BI0100001165 | 1883.34 | Sqm |
| 54 | 1.53 | First Floor | BI01010001010000000000000515BI0100001166 | 1929.71 | Sqm |
| 55 | 1.54 | Second Floor | BI01010001010000000000000515BI0100001167 | 1929.71 | Sqm |
| 56 | 1.55 | Terrace floor | BI01010001010000000000000515BI0100001168 | 173.28 | Sqm |
| 57 | 1.56 | Providing and fixing 20mm thick Granite stone flooring (sample of Granite stone should be approved by Engineer-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. Ground Floor | BI01010001010000000000000515BI0100001169 | 634.003 | Sqm |
| 58 | 1.57 | First Floor | BI01010001010000000000000515BI0100001170 | 103.965 | Sqm |
| 59 | 1.58 | Second Floor | BI01010001010000000000000515BI0100001171 | 103.965 | Sqm |
| 60 | 1.59 | Providing and fixing 16mm thick Kota stone flooring/skirting (sample of Kota stone should be approved by Engineer-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. Ground Floor | BI01010001010000000000000515BI0100001172 | 26.27 | Sqm |
| 61 | 1.6 | First Floor | BI01010001010000000000000515BI0100001173 | 13.677 | Sqm |
| 62 | 1.61 | Second Floor | BI01010001010000000000000515BI0100001174 | 13.677 | Sqm |
| 63 | 1.62 | Providing rubber moulded cement concrete tiles of 300mm by 25mm or 400mm by 400mm by 25mm for parking ,footpath driveways and any external application ,in approved ahade and design . The mixture consists of M-40 grade cement, m-sand, gravel of 5-7mm, pigments as per required color. The tile are subjected to IS 1237 of 1980 9reaffiemed in 2006). The fixing of rubber moulded cement concrete tiles should take place on rough pcc with dual fixing procedure i.e. exterior grade cement polymer based tile adhesive or equivalent to be applied with exterior grade cement polymer based grout in matching floor tile shade to be used to tile group. Ground floor | BI01010001010000000000000515BI0100001175 | 905.711 | Sqm |
| 64 | 1.63 | Providing and laying Vitrified floor tiles 600x600 mm (thickness to be specified by the manufacturer) 1st quality of 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 of Engineer-In-Charge at all floors and all heights. Ground Floor | BI01010001010000000000000515BI0100001176 | 1638.3 | Sqm |
| 65 | 1.64 | First Floor | BI01010001010000000000000515BI0100001177 | 1661.43 | Sqm |
| 66 | 1.65 | Second Floor | BI01010001010000000000000515BI0100001178 | 1661.43 | Sqm |
| 67 | 1.66 | Providing and laying Vitrified skirting tiles 600x600 mm (thickness to be specified by the manufacturer) 1st quality conforming to IS: 15622 of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades, except white, ivory, grey, fume red brown, 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 of EIC at all floors and all heights. Ground Floor | BI01010001010000000000000515BI0100001179 | 128.764 | Sqm |
| 68 | 1.67 | First Floor | BI01010001010000000000000515BI0100001180 | 129.454 | Sqm |
| 69 | 1.68 | Second Floor | BI01010001010000000000000515BI0100001181 | 129.454 | Sqm |
| 70 | 1.69 | Providing and laying Matte Finish Vitrified floor tiles 300x300 mm (thickness to be specified by the manufacturer) 1st quality conforming to IS: 15622 of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades, except white, ivory, grey, fume red brown, 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 of Engineer-In-Charge at all floors and all heights. Ground Floor | BI01010001010000000000000515BI0100001182 | 87.864 | Sqm |
| 71 | 1.7 | First Floor | BI01010001010000000000000515BI0100001183 | 165.68 | Sqm |
| 72 | 1.71 | Second Floor | BI01010001010000000000000515BI0100001184 | 165.68 | Sqm |
| 73 | 1.72 | Providing and fixing 1st quality Ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer) minimum thickness 5mm of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make in all colours, shades except burgundy, bottle green, black of size 300x200 in skirting and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete as per direction of Engineer-In-Charge. In all floors and all heights. Ground Floor | BI01010001010000000000000515BI0100001185 | 433.942 | Sqm |
| 74 | 1.73 | First Floor | BI01010001010000000000000515BI0100001186 | 244.322 | Sqm |
| 75 | 1.74 | Second Floor | BI01010001010000000000000515BI0100001187 | 244.322 | Sqm |
| 76 | 1.75 | Providing & Fixing of WPC Door Frame size 5\" x 2.5\" having density 725kg/m3, make up of virgin polymer, wheat and rice husk fiber and Calcium silicate. 100% water proof, termite proof and fire retardant made of Alstone Chaukhat. The door will be provided with all necessary fitting & fixture of approved hardware and all materials complete as per direction of the Engineer-In-Chareg. Ground Floor | BI01010001010000000000000515BI0100001188 | 44.4 | RM |
| 77 | 1.76 | First Floor | BI01010001010000000000000515BI0100001189 | 44.4 | RM |
| 78 | 1.77 | Second Floor | BI01010001010000000000000515BI0100001190 | 44.4 | RM |
| 79 | 1.78 | Terrace floor | BI01010001010000000000000515BI0100001191 | 28.5 | RM |
| 80 | 1.79 | Solid Door with two side laminated Providing & fixing WPC Door Shutter of thick 30mm with two side 1mm thick laminate Shutter having density 660kg/m3 make up virgin polymer with wheat and rice husk fiber. 100% water proof, termite proof and fire retardant made of Alstone WPC Door. The door will be provided with all necessary fitting & fixture of approved hardware and all materials complete as per direction of the Engineer-In-Charge. Ground Floor | BI01010001010000000000000515BI0100001192 | 14.4 | Sqm |
| 81 | 1.8 | First Floor | BI01010001010000000000000515BI0100001193 | 14.4 | Sqm |
| 82 | 1.81 | Second Floor | BI01010001010000000000000515BI0100001194 | 14.4 | Sqm |
| 83 | 1.82 | Terrace floor | BI01010001010000000000000515BI0100001195 | 10.8 | Sqm |
| 84 | 1.83 | ROLLING SHUTTERS Supply & Fixing Rolling Shutters of with made of required Size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, on design 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 nacassary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength (IS : 4454 - part 1 & M.S. top cover of required thickness for rolling shutters and approved ball bearing). Ground Floor | BI01010001010000000000000515BI0100001196 | 8820 | kg |
| 85 | 1.84 | First Floor | BI01010001010000000000000515BI0100001197 | 8820 | kg |
| 86 | 1.85 | Second Floor | BI01010001010000000000000515BI0100001198 | 8820 | kg |
| 87 | 1.86 | 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. Ground Floor | BI01010001010000000000000515BI0100001199 | 6363.68 | Sqm |
| 88 | 1.87 | First Floor | BI01010001010000000000000515BI0100001200 | 6697.82 | Sqm |
| 89 | 1.88 | Second Floor | BI01010001010000000000000515BI0100001201 | 6697.82 | Sqm |
| 90 | 1.89 | Terrace floor | BI01010001010000000000000515BI0100001202 | 1689.15 | Sqm |
| 91 | 1.9 | Providing and applying to outside walls with two or more coats of Anti-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. Ground Floor | BI01010001010000000000000515BI0100001203 | 1509.35 | Sqm |
| 92 | 1.91 | First Floor | BI01010001010000000000000515BI0100001204 | 1797.12 | Sqm |
| 93 | 1.92 | Second Floor | BI01010001010000000000000515BI0100001205 | 1797.12 | Sqm |
| 94 | 1.93 | Terrace floor | BI01010001010000000000000515BI0100001206 | 1210.1 | Sqm |
| 95 | 1.94 | 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. Ground Floor | BI01010001010000000000000515BI0100001207 | 6363.68 | Sqm |
| 96 | 1.95 | First Floor | BI01010001010000000000000515BI0100001208 | 6697.82 | Sqm |
| 97 | 1.96 | Second Floor | BI01010001010000000000000515BI0100001209 | 6697.82 | Sqm |
| 98 | 1.97 | Terrace Floor | BI01010001010000000000000515BI0100001210 | 1689.15 | Sqm |
| 99 | 1.98 | Preparing surface and painting at all height with two or more coats of interior Plastic Emulsion \"Royale Shyne\" of Asian Paints or equivalent of approved shade as per the instructions of the manufacturers; giving uniform shade etc in all heights of walls etc. including interior wall primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge. Ground Floor | BI01010001010000000000000515BI0100001211 | 4854.33 | Sqm |
| 100 | 1.99 | First Floor | BI01010001010000000000000515BI0100001212 | 4900.7 | Sqm |
| 101 | 2 | Second Floor | BI01010001010000000000000515BI0100001213 | 4900.7 | Sqm |
| 102 | 2.01 | Terrace Floor | BI01010001010000000000000515BI0100001214 | 479.05 | Sqm |
| 103 | 2.02 | Providing of mural artistic wall painting with 1st quality of approved brand and manufacturer to give an even shade as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete. | BI01010001010000000000000515BI0100001215 | 362.5 | Sqm |
| 104 | 2.03 | 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. Ground Floor | BI01010001010000000000000515BI0100001216 | 65.5 | Rm |
| 105 | 2.04 | First Floor | BI01010001010000000000000515BI0100001217 | 229.5 | Rm |
| 106 | 2.05 | Second Floor | BI01010001010000000000000515BI0100001218 | 229.5 | Rm |
| 107 | 2.06 | 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. Third Floor | BI01010001010000000000000515BI0100001219 | 2376.21 | Sqm |
| 108 | 2.07 | Waterproofing Treatment :- Quick Setting of foundation P.C.C. Providing and casting pcc (after sand and mental compacting ) mixing with quick setting waterproofing compound,Sika 4A @ 1.5KG TO 4KG Per bag of cement ,depending upon under water pressure at water logging area. | BI01010001010000000000000515BI0100001220 | 944.438 | Kg |
| 109 | 2.08 | Waterproofing Treatment of PCC. Providing and applying two coats of sika Topseal 109hi. Elastic, liquid applied crack bridging, coloured, 2-pack acrylic- cementations waterproofing coating system reinforced with Sika Fab1 (glass fiber). Complete with all respect as per direction the engineer in charge & manufacture instruction . Base coat : Sika Topseal109 hi. Consumption base coat: 0.70kg/m2. Reinforcement: Sika feb-1. Top coat sika Top seal-109hi.Consumption top coat 1.5 kg/m2. System requirement :conforms to IS 2645,IS 101 Elongation at break : 40%; slant shear bond strength :approx . 4N/mm2 as per FIP 5.15; water permeability passes as per IS 2645; Weather resistance as per IS 101. | BI01010001010000000000000515BI0100001221 | 462.96 | Sqm |
| 110 | 2.09 | Waterproofing Treatment of Lift pit Providing waterproofing for Lift pit :- Cleaning the inside surface & exposing the all construction joints (25 mm x 25 mm grooves) & honey combs, filling & sealing with Microcrete - 4 & cementitious pressure grouting of joints with expanding grout & polymer sika Intreplast EP @ 0.5 kg + Sika Latex 0.5 kh/50 kg of cement. Providing & applying Sika Top seal 109 hi ( Two component based acrylic polymer coating ) two coats followed by a protection plaster over a bond coat of sika Latex ( 1:4:6) & finish with net cement punning complete as per manufacture specification and direction of Engineer-In-Charge. Note : All the waterproofing treatment shall be executed though a recognized water proofing agency approved by the engineer in charge . A written guarantee on non-judicial stamp paper shall be submitted by the contractor for a minimum period of 5 (Five) years from the certified date of completion for the satisfactory performance of the entire waterproofing treatment system. | BI01010001010000000000000515BI0100001222 | 74.88 | Sqm |
| 111 | 2.1 | Waterproofing Treatment :- Toilet/ Sunken Slab Providing waterproofing for Toilet/SukenSlab:- Cleaning the inside surface & Application of two coats of sika Top seal 109 hi @ 2.2 Kg/Sqm.Over the bottom slab & side wall surface to protect against leakage & seepage finally covered with a cement mortar (1:4). make coving over floor to wall joints over a bond coat sika latex (1:4:6) & proper care should be taken to fill the pipe penetration points with sika Gard 694 fi (moisture resistance epoxy putty) complete as per manufacture specification and direction of Engineer-In-Charge.Note : All the waterproofing treatment shall be executed though a recognized water proofing agency approved by the engineer in charge . A written guarantee on non-judicial stamp paper shall be submitted by the contractor for a minimum period of 5(five) years from the certified date of completion for the satisfactory performance of the entire waterproofing treatment system. | BI01010001010000000000000515BI0100001223 | 420.16 | Sqm |
| 112 | 2.11 | Waterproofing Treatment :- Terrcae Roof Top Surface. Providing waterproofing for Roof Top Surface :- Checking the leakage & seepage with ponding test & application of Sika Topseal 109 hi 2 coats over the roof slab & continued over the parapet wall reinforced. Covering with 1:4 cement mortar admixed with sika plastocrete super (100gms/50kg cement) over the joints to terrace to parapet over a bond Sika Latex (1:4:6) followed by a protection screed (1:1.5:3) in panel of size 2mtr x 2 mtr to drain the water towards the rain water pipe & Finally filled the joints grooves ( 20mm x 20mm) with Polyurathene sealant Sika Flex / Polysulphide sealant complete as per manufacture specification and direction of Engineer-In-Charge. Note : All the waterproofing treatment shall be executed though a recognized water proofing agency approved by the engineer in charge . A written guarantee on non-judicial stamp paper shall be submitted by the contractor for a minimum period of 5(five) years from the certified date of completion for the satisfactory performance of the entire waterproofing treatment system. | BI01010001010000000000000515BI0100001224 | 2416.36 | Sqm |
| 113 | 2.12 | Waterproofing Treatment :- External Vertical Wall Surface Providing waterproofing for vertical wall surface :-Providing and applying two coats Sika Raintite I for bond coat water proofing and repair to roof top with proportion of (1:2:3) I.E 1 part of Sika Raintite I, and 2 part of water with 3 part cement over a clean , dry homogeneous, dust free surface including cost conveyance of all the material, sundries,T&P, All labour etc.complete as per direction of Engineer-In-Charge.Note : All the waterproofing treatment shall be executed though a recognized water proofing agency approved by the engineer in charge . A written guarantee on non-judicial stamp paper shall be submitted by the contractor for a minimum period of 5(five) years from the certified date of completion for the satisfactory performance of the entire waterproofing treatment system. Ground Floor | BI01010001010000000000000515BI0100001225 | 1510 | Sqm |
| 114 | 2.13 | First Floor | BI01010001010000000000000515BI0100001226 | 1800 | Sqm |
| 115 | 2.14 | Second Floor | BI01010001010000000000000515BI0100001227 | 1797.12 | Sqm |
| 116 | 2.15 | Terrace Floor | BI01010001010000000000000515BI0100001228 | 1210.1 | Sqm |
| 117 | 2.16 | 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. First floor | BI01010001010000000000000515BI0100001229 | 3.72 | Sqm |
| 118 | 2.17 | Second Floor | BI01010001010000000000000515BI0100001230 | 3.72 | Sqm |
| 119 | 2.18 | Terrace Floor | BI01010001010000000000000515BI0100001231 | 9.3 | Sqm |
| 120 | 3 | COMPOUND WALL | |||
| 121 | 3.01 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works up to 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. All type of Soil | 118.464 | Cum | |
| 122 | 3.02 | 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. | 79.371 | Cum | |
| 123 | 3.03 | Supplying of 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 of Engineer-In-charge. | 74.57 | Cum | |
| 124 | 3.04 | Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring ,shuttering etc. complete all depth and height. | 18.558 | Cum | |
| 125 | 3.05 | Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation & Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. | 36.656 | Cum | |
| 126 | 3.06 | Brick work with Fly Ash bricks in cement mortar (1:6) in superstructure having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary . | 51.75 | Cum | |
| 127 | 3.07 | 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. a) Footings :- | 17.1 | Cum | |
| 128 | 3.08 | b) Column up to plinth- | 5.13 | Cum | |
| 129 | 3.09 | c) Plinth beam :- | 15.525 | Cum | |
| 130 | 3.1 | d) Column up to Top | 10.26 | Cum | |
| 131 | 3.11 | e) Top Beam | 6.038 | Cum | |
| 132 | 3.12 | 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 ( Binding wire 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. | 97.001 | Qntl | |
| 133 | 3.13 | 16mm cement plaster on external RCC/brick surfaces in cement plaster 1:6 (1 cement:6coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. | 654.11 | Sqm | |
| 134 | 3.14 | Forming groove of uniform size on the plaster as per approved pattern nailed to the under layer and repair to the edges of panels or column and finishing the groove complete a per specifications and direction of the Engineer-In-Charge. | 342 | Rmt | |
| 135 | 3.15 | Providing & applying priming 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. | 654.11 | Sqm | |
| 136 | 3.16 | Providing and applying to outside walls with two or more coats of Anti-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. | 654.11 | Sqm | |
| 137 | 3.17 | Providing and fixing M.S grill & Angle Gate of required patterns for Ventilator & Room Shutter 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. (All steel sections contractor's own supply). | 3663 | Kg. | |
| 138 | 3.18 | 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. | 144.54 | Sqm | |
| 139 | 4 | WELCOME GATE | |||
| 140 | 4.01 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre 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. All type of soil | 99.936 | Cum | |
| 141 | 4.02 | 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. | 66.624 | Cum | |
| 142 | 4.03 | Supplying of 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 of Engineer-In-charge. | 16.734 | Cum | |
| 143 | 4.04 | Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height as direction of Engineer-In-charge. | 5.536 | Cum | |
| 144 | 4.05 | Brick work with Fly ash Bricks in cement mortar (1:6) in Foundation and Plinth having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge. | 5.616 | Cum | |
| 145 | 4.06 | Brick work with Fly ash Bricks in cement mortar (1:6) in super structure having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. all complete as per the specification and direction of Engineer-In-charge. | 16.682 | Cum | |
| 146 | 4.07 | 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. a) Footings :- | 14.325 | Cum | |
| 147 | 4.08 | b) Pedestal | 12.15 | Cum | |
| 148 | 4.09 | c) Plinth beam :- | 2.993 | Cum | |
| 149 | 4.1 | d) Column up to Slab top :- | 7.413 | Cum | |
| 150 | 4.11 | e) Lintel | 0.169 | Cum | |
| 151 | 4.12 | f) Beam | 8.091 | Cum | |
| 152 | 4.13 | g) Slab :- | 2.623 | Cum | |
| 153 | 4.14 | 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 ( Binding wire 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. | 61.794 | Qntl | |
| 154 | 4.15 | 12mm cement plaster on external 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. all complete as per the specification and direction of Engineer-In-charge. | 207.206 | Sqm | |
| 155 | 4.16 | 16mm cement plaster on internal RCC/brick surfaces in cement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. all complete as per the specification and direction of Engineer-In-charge. | 33.558 | Sqm | |
| 156 | 4.17 | 6mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:4 (1 cement : 4 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights as direction of Engineer-In-charge. | 10.64 | Sqm | |
| 157 | 4.18 | Providing and fixing of stainless steel name plate at the top of the Entrance gateway wall and complete all as direction of the Egineer-in-Charge. | 1 | LS | |
| 158 | 4.19 | Providing & Applying priming 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. | 251.404 | Sqm | |
| 159 | 4.2 | Providing and applying to outside walls with two or more coats of Anti-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. | 207.206 | Sqm | |
| 160 | 4.21 | Providing and laying Vitrified floor tiles 600x600 mm (thickness to be specified by the manufacturer) 1st quality of 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 of Engineer-In-Charge at all floors and all heights. | 10.658 | Sqm | |
| 161 | 4.22 | Providing and fixing seasoned sal wood work in frames at any locations including doors, windows, cupboard, clerestory and other frames fixing in position including cost of hinges, M.S. flat (30mm x 6mm) hold fasts lugs or dash fasteners of required dia and length as per drawing / specification, at all floors and all heights. | 0.048 | Cum | |
| 162 | 4.23 | Providing, fitting and fixing of approved make 30mm thick (laminate finished thickness of the door) WPC flush doors of the followings size finished with 1mm thk. laminate of approved colour & shade to one 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. of approved make with all materials, labour, T&P, taxes etc. as per direction of Architect/Engineer-in-Charge. | 1.89 | Sqm | |
| 163 | 4.24 | Supplying, fitting, fixing up window (sliding type) made up Black Powder coated aluminum Section 151-154, 151-155, as windows frame section No. 151-155, 151-153 and 151-167 as shutter frame with 5mm thick Reflective/Toughtened glass as panel fitted with rubber beading including locking arrangement including all fitting including cost of materials all taxes labour, T&P etc. complete as per direction of Engineer-in-charge. Powder Coated Frame\n | 11.873 | Kg. | |
| 164 | 4.25 | 5mm th, Reflective/Toughtened Glass | 2.43 | Sqm | |
| 165 | 4.26 | 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. (All steel sections contractor's own supply). | 98.415 | kg | |
| 166 | 4.27 | 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. | 53.792 | Sqm | |
| 167 | 4.28 | 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 steel contractor's own supply). | 1437.3 | Kg | |
| 168 | 4.29 | Providing & fixing Unistone GRC Brick wall tile approved pattern, shade, size and different textures of natural brick . The thickness of GRC stone tile shall be between 12-14 mm having weight of approximately 3-3.5 kg. per es. Ft. The material casting should take place in FRP molds. The fixing of GRC bricks tile should take place on rough plastered surface of 1:3. | 39.798 | Sqm | |
| 169 | 4.3 | Finishing walls with textured exterior grade paint at all height to wall surface Royal/Rivera/ Duracast of Asian paints or equivalent of required shade as per the instructions of the manufacturers giving uniform shade etc .including providing scaffolding,cleaning,curing & supply of all matrials and labour complete as per drawing, design and direction of Architect/Engineer-in-charge. | 210 | Sqm | |
| 170 | 5 | WELCOME GATE (Inside) | |||
| 171 | 5.01 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 2.4metre depth 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. All kind of soils. | 78.479 | Cum | |
| 172 | 5.02 | Stoney earth . | 13.849 | Cum | |
| 173 | 5.03 | 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. | 61.86 | Cum | |
| 174 | 5.04 | 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 of Engineer-In-charge. | 60.705 | Cum | |
| 175 | 5.05 | 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\nfilling, 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 | 74.535 | Sqm | |
| 176 | 5.06 | Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. | 51.315 | Cum | |
| 177 | 5.07 | First class Fly ash Brick masonry using bricks 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. | 2.629 | Cum | |
| 178 | 5.08 | 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. a) Foundation | 14 | Cum | |
| 179 | 5.09 | b) Plinth Beam | 2.388 | Cum | |
| 180 | 5.1 | c) Column. | 5.632 | Cum | |
| 181 | 5.11 | 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 ( Binding wire 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. | 31.66 | Qtl. | |
| 182 | 5.12 | 12mm cement plaster on external RCC/brick surfaces in cement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. | 36.267 | Sqm | |
| 183 | 5.13 | Rubber Moulded Cement concrete tile . Providing rubber moulded cement concrete tiles of 300mm by 25mm or 400mm by 400mm by 25mm for parking ,footpath driveways and any external application ,in approved ahade and design . The mixture consists of M-40 grade cement, m-sand, gravel of 5-7mm, pigments as per required color. The tile are subjected to IS 1237 of 1980 9reaffiemed in 2006). The fixing of rubber moulded cement concrete tiles should take place on rough pcc with dual fixing procedure i.e. exterior grade cement polymer based tile adhesive or equivalent to be applied with exterior grade cement polymer based grout in matching floor tile shade to be used to tile group. | 106.09 | Sqm | |
| 184 | 5.14 | 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. | 36.267 | Sqm | |
| 185 | 5.15 | Providing and applying to outside walls with two or more coats of Anti-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. | 36.267 | Sqm | |
| 186 | 5.16 | 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. | 36.267 | Sqm | |
| 187 | 5.17 | Exterior Texture Paint Providing and applying apray coats Laxture stone finish make in approved ahade on a smooth cement sand plaster .The composition of the texture paint should consist of Acrylic copolymer Resigns combined with Quartz,Silica , mineral aggrigate , synthetic inorganic pigments, bactericide, fungicides & various other additives, giving the product water repellant properties. The first coat to be applied by spray stone to develop the required texture.The thickness of both coats should be 0.5 to 1.25 mm . The water repellency of the product is 86 gm/m2 as per test method IS :5410-1969. | 36.267 | Sqm | |
| 188 | 6 | PUMP ROOM | |||
| 189 | 6.01 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre 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. All type of Soil | 90.214 | Cum | |
| 190 | 6.02 | Stoney Earth | 38.663 | Cum | |
| 191 | 6.03 | 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. | 86.348 | Cum | |
| 192 | 6.04 | Supplying of 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 of E.I.C. | 4.628 | Cum | |
| 193 | 6.05 | 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. | 4.628 | Cum | |
| 194 | 6.06 | Brick work with Fly Ash. Bricks in cement mortar (1:6) in Super Structure having crushing strength not less than 75.00 kg/cm2 immerging the bricks in water not less than six hours before use in masonary. | 5.29 | Cum | |
| 195 | 6.07 | 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. a) Footings :- | 9.257 | Cum | |
| 196 | 6.08 | b) Column up to plinth :- | 0.75 | Cum | |
| 197 | 6.09 | c) Column in S.S :- | 0.9 | Cum | |
| 198 | 6.1 | d) Beam | 14.832 | Cum | |
| 199 | 6.11 | e) Slab | 4.494 | Cum | |
| 200 | 6.12 | f) Staircase | 0.885 | Cum | |
| 201 | 6.13 | 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 ( Binding wire 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. | 52.264 | Qntl | |
| 202 | 6.14 | 12mm cement plaster on external RCC/brick surfaces in cement plaster 1:6(1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. | 89.76 | Sqm | |
| 203 | 6.15 | 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. | 71.728 | Sqm | |
| 204 | 6.16 | 6 mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:4 (1 cement : 4fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. | 19.8 | Sqm | |
| 205 | 6.17 | 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 steel contractor's own supply). | 97.47 | Kg. | |
| 206 | 6.18 | Providing & Applying priming coat with Cement base primer of approved brand and manufacture on plaster/putty surface as per the instruction of Engineer-In-Charge at all elevations and all heights including all material & labour complete. | 161.488 | Sqm | |
| 207 | 6.19 | Providing and applying to outside walls with two or more coats of Anti-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. in all floors and all heights. | 89.76 | Sqm | |
| 208 | 6.2 | Providing & painting Two coats of Distempering paint with 1st quality oil bound washable distemper of approved brand and manufacturer to give an even shade as per the instruction of Engineer - In- Charge at all elevations including all material & labour complete. | 71.728 | Sqm | |
| 209 | 6.21 | 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. | 3.33 | Sqm | |
| 210 | 7 | AMPHITHEATER | |||
| 211 | 7.01 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 2.4metre depth 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. All kind of soils. | 1803.02 | Cum | |
| 212 | 7.02 | Stoney earth . | 360.6 | Cum | |
| 213 | 7.03 | Cutting hard rocks by using jack hammer with compressor (blasting prohibited) and to be removed by pick axes and crow bars to be paid on premeasurement and stacked in proper stacks separately complete as per drawing, design and direction of Architect/Engineer-in-charge. Hard rock . | 240.4 | Cum | |
| 214 | 7.04 | 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. Foundation. | 1610.69 | Cum | |
| 215 | 7.05 | 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 of Engineer-In-charge. Foundation. | 2626.75 | Cum | |
| 216 | 7.06 | 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\nfilling, 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 Foundation. | 1602.66 | Sqm | |
| 217 | 7.07 | Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. Foundation. | 458.47 | Cum | |
| 218 | 7.08 | First class Fly ash Brick masonry using bricks 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. Substructure | 77.63 | Cum | |
| 219 | 7.09 | First class Fly ash Brick masonry using bricks 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. Ground Floor | 552.67 | Cum | |
| 220 | 7.1 | 125mm Thick Brick wall First class Fly ash Brick masonry using bricks 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. | 31.48 | Cum | |
| 221 | 7.11 | 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. a) Foundation | 455.85 | Cum | |
| 222 | 7.12 | b) Plinth Beam Ground Floor | 62.11 | Cum | |
| 223 | 7.13 | b) Lintel Ground Floor | 33.94 | Cum | |
| 224 | 7.14 | c ) Roof Beam Ground Floor | 144.41 | Cum | |
| 225 | 7.15 | d) Roof Slab Ground Floor | 472.3 | Cum | |
| 226 | 7.16 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-300 grade as per approved designs and drawings having a minimum compressive strength (in work test) 300 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. i) Column. Ground Floor | 82.03 | Cum | |
| 227 | 7.17 | 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 ( Binding wire 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. Ground Floor | 1638.54 | Qtl. | |
| 228 | 7.18 | 12mm thick cement plaster on external RCC/brick surfaces in cement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. Ground Floor | 1792.59 | Sqm | |
| 229 | 7.19 | 16mm thick 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. Ground Floor | 2212.16 | Sqm | |
| 230 | 7.2 | 6 mm cement plaster on RCC surfaces at ceiling/slab soffit and other locations with cement mortar of mix 1:4 (1 cement : 4 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. Ground Floor | 1238.47 | Sqm | |
| 231 | 7.21 | Providing and fixing 16mm thick Kota stone flooring/skirting (sample of Kota stone should be approved by Engineer-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. | 1007.81 | Sqm | |
| 232 | 7.22 | Providing and laying Matte Finish Vitrified floor tiles 300x300 mm (thickness to be specified by the manufacturer) 1st quality conforming to IS: 15622 of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades, except white, ivory, grey, fume red brown, 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 of Engineer-In-Charge at all floors and all heights. | 296.53 | Sqm | |
| 233 | 7.23 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer) minimum thickness 5mm of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make in all colours, shades except burgundy, bottle green, black of size 300x200 in skirting and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete as per direction of EIC. In all floors and all heights . | 761.54 | Sqm | |
| 234 | 7.24 | Providing and laying Vitrified floor tiles 600x600 mm (thickness to be specified by the manufacturer) 1st quality of 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 of Engineer-In-Charge at all floors and all heights. | 28.44 | Sqm | |
| 235 | 7.25 | Providing and laying Vitrified skirting tiles 600x600 mm (thickness to be specified by the manufacturer) 1st quality conforming to IS: 15622 of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades, except white, ivory, grey, fume red brown, 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 of EIC at all floors and all heights. | 4.04 | Sqm | |
| 236 | 7.26 | Supplying & Fixing Kotta Green Step size (1500x300x12mm ) 1st quality conforming to IS: 15622 of restile or equivalant approved make in floor on 20mm thick bed (1:4) c.m.( 1cement, 4coarse sand ) jointed with cement slusy mixed with pigment to match the shade of the tiles including rubbing & polishing complete including cost of tiles. | 2548.74 | Sqm | |
| 237 | 7.27 | Supplying & Fixing Elena tile size (600x600x10mm )1st quality conforming to IS : 15622 of Restile or equivalant approved make in floor on 20 mm thick bed (1:4) c.m. ( 1cement, 4coarse sand) jointed with cement slusy mixed with pigment to match the shade of the tiles including rubbing & polishing complete including cost of tiles. | 586.89 | Sqm | |
| 238 | 7.28 | Providing of mural artistic wall painting with 1st quality of approved brand and manufacturer to give an even shade as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete. | 158.54 | Sqm | |
| 239 | 7.29 | Unistone GRC BRICK WALL TILE . Providing & fixing Unistone or equivalent Glass reinforced concrete (G.R.C) brick tile in approved pattern i.e. red shade and size different textures of natural brick. The GRC brick tile shall have texture and shade of natural brick. The thickness of GRC brick tile shall be between 12-14mm having weight of approxmately 3-3.5 kg per Sq Ft. The GRC brick tile should be made from '43 grade' White portland cement manufactured by 'jk cement' or equivalent, quartz, fine silica sand, Alkali resistant glass fiber manufactured by N.EG JAPAN OR equivalent , super plasticizers manufactured by BASF or equivelent polymer manufactured by BASF or equivalent and U.V resistance Synthetic inorganic pigments should be used for pigmentation manufactured by BAYFERROX (Germany) LANXESS or equivalent.The material casting should take place in FRP molds. The fixing of GRC brick tile should take place on rough plastered surface of 1: 3 (cement : coarse sand) with Dual fixing procedure i.e. exterior grade cement polymer based tile adhesive Unistone ultimate or equivalent to be applied with exterior grade cement polymer based tile adhesive Unistone Ultimate or equivalent to be applied with exterior grade cement polymer based grout in matching brick tile shade to be used to tile group. | 364.6 | Sqm | |
| 240 | 7.3 | SS RALLING 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. | 167.68 | RM | |
| 241 | 7.31 | Providing & fixing WPC Door Shutter of thick 30mm with two side 1mm thick laminate . Shutter having density 660kg/m3 make up virgin polymer with wheat and rice husk fiber. 100% water proof, termite proof and fire retardant made of Alstone WPC Door. The door will be provided with all necessary fitting & fixture of approved hardware and all materials complete as per direction of the Engineer-In-Chareg. | 54.18 | Sqm | |
| 242 | 7.32 | Providing and fixing WPC in frames at any locations including doors, windows, cupboard, clerestory and other frames fixing in position including cost of hinges, M.S. flat (30mm x 6mm) hold fasts lugs or dash fasteners of required dia and length as per drawing / specification, at all floors and all heights. | 165 | RM | |
| 243 | 7.33 | 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. Ground Floor | 10486.5 | Sqm | |
| 244 | 7.34 | Providing and applying to outside walls with two or more coats of Anti-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. Ground Floor | 3585.18 | Sqm | |
| 245 | 7.35 | 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. Ground Floor | 10486.5 | Sqm | |
| 246 | 7.36 | Preparing surface and painting at all height with two or more coats of interior Plastic Emulsion \"Royale Shyne\" of Asian Paints or equivalent of approved shade as per the instructions of the manufacturers; giving uniform shade etc in all heights of walls etc. including interior wall primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge. Ground Floor | 6901.27 | Sqm | |
| 247 | 7.37 | Waterproofing Treatment :- Quick Setting of foundation P.C.C. Providing and casting pcc (after sand and mental compacting ) mixing with quick setting waterproofing compound,Sika 4A @ 1.5KG TO 4KG Per bag of cement ,depending upon under water pressure at water logging area. | 2128.38 | Kg | |
| 248 | 7.38 | Waterproofing Treatment of PCC. Providing and applying two coats of sika Topseal 109hi. Elastic, liquid applied crack bridging, coloured, 2-pack acrylic- cementations waterproofing coating system reinforced with Sika Fab1 (glass fiber). Complete with all respect as per direction the engineer in charge & manufacture instruction . Base coat : Sika Topseal109 hi. Consumption base coat: 0.70kg/m2. Reinforcement: Sika feb-1. Top coat sika Top seal-109hi.Consumption top coat 1.5 kg/m2. System requirement :conforms to IS 2645,IS 101 Elongation at break : 40%; slant shear bond strength :approx . 4N/mm2 as per FIP 5.15; water permeability passes as per IS 2645; Weather resistance as per IS 101. | 769.8 | Sqm | |
| 249 | 7.39 | Waterproofing Treatment :- External Vertical Wall Surface Providing waterproofing for vertical wall surface :-Providing and applying two coats Sika Raintite I for bond coat water proofing and repair to roof top with proportion of (1:2:3) I.E 1 part of Sika Raintite I, and 2 part of water with 3 part cement over a clean , dry homogeneous, dust free surface including cost conveyance of all the material, sundries,T&P, All labour etc.complete as per direction of Engineer-In-Charge. Note : All the waterproofing treatment shall be executed though a recognized water proofing agency approved by the engineer in charge . A written guarantee on non-judicial stamp paper shall be submitted by the contractor for a minimum period of 5(five) years from the certified date of completion for the satisfactory performance of the entire waterproofing treatment system. Ground Floor | 1792.59 | Sqm | |
| 250 | 7.4 | Waterproofing Treatment :-Retaining wall. Providing waterproofing for Retaining wall :- Cleaning of surface, provision of sika/perma swell S-2 & sika Swell A ( Acrylic Profile over swellable sealant at construction joints at retaining wall time of casting). Providing and applying of sika / perma Top seal 109 hi ( Two Component based acrylic polymer coating ) over a coat of primer over PCC followed by a protection plaster. Consumption 2.25 kg/Sqm followed by a protection plaster over a bond coat of Sika /perma latex (1:4:6). Note :- Pressure grouting of cement Slurry at joints with expanding grout & polymer, sika / perma Intraplast EP @ 0.5 kg+Sika/perma Latex 0.5 kg/ 50kg of cement complet as per manufactuer specification and direction of Engineer-In-Charge. | 561.74 | SQM | |
| 251 | 7.41 | Waterproofing Treatment :- Retaining wall Joint . Providing waterproofing for Retaining wall joint:- Providing & placing Sika / perma Swell A profile with Sika/perma swell S-2 swellable adhesives over the hirizental joint raft slab are at the time of retaining wall casting, also placing on joint every retaining wall to wall casting complet as per manufactuer specification and direction of Engineer-In-Charge. | 674.09 | Rmt | |
| 252 | 7.42 | METAL ROOFING FOR GALLERY. A) MS STEEL STRUCTURE- Supplying, Providing, Fabricating, Assembling, hoisting, erecting and placing in position MS Built-up section/ Tubular Structure (MS) confirming to IS 2062 Grade Yst 250-350, Tubular Structure:- made from steel hollow sections, ISI marked from SAIL/ RINL/ TATA/ JINDAL, confirming to IS 1161/4923, Grade Yst 310, thickness upto 10mm) in the profile shape as per drawings with special plate connector, pinion joints, Plates, hollow sections, etc and applying a coat of epoxy primer, and including Preparation of detailed fabrication and erection drawings of Structural steel work from design drawings issued by Engineer- in- charge and incorporation of Engineer-in-Charge’s comments on same, transportation from fabrication yard, cutting, threading, machining, leads and lifts upto all heights, tools and plants and necessary scaffolding etc. required for all operations involved to make structure of Metal sheet roofing .\nThe tubular structure system with plate connectors, pinion joints, etc must be sustained up to 280 km/hour wind pressure. The structure has to be provided as per conceptual drawings of metal shade.\nSURFACE FINISH OF STRUCTURE.\nThe complete structure to be hot deep galvanized with thickness of 100 micron painted with one coat galvanized primer and final finish with pucoat.One coat of Epoxy Intermediate MIO and one coat of Polyurethane paint on steel work at all locations prepared by galvanized structure . \nThe work is to be executed as per technical specification and direction of Engineer-in-Charge.\n | 120000 | kg | |
| 253 | 7.43 | B) METAL SHEET ROOFING Supplying and fixing of non-insulated Colour Coated galvalume metal sheets (Zinc aluminium alloy Coated. Not less than 150gms/sq.m. Having high tensile steel sheet (FY 550 Mpa) of 0.5 mm minimum thickness (BMT). The outside face (exposed face) shall be permanently colour coated with PVF-2 paint of minimum DFT 20 microns over primer and inner side (Internal face) shall be coated with same paint of minimum DFT 12 microns with all fasteners and fixtures. Scaffolding etc. Complete at all heights as per drawings and specification including preparation of bill of materials and shop drawings. (Galvalume sheets shall be of any reputed make ‘Tata Blue Scope Steel Limited’ Or equivalent. | 2400 | Sqm | |
| 254 | 8 | SHOP | |||
| 255 | 8.01 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 2.4metre depth 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. All kind of soils. | 1317.8 | Cum | |
| 256 | 8.02 | Stoney earth . | 263.56 | Cum | |
| 257 | 8.03 | Cutting hard rocks by using jack hammer with compressor (blasting prohibited) and to be removed by pick axes and crow bars to be paid on premeasurement and stacked in proper stacks separately complete as per drawing, design and direction of Architect/Engineer-in-charge. Hard rock . | 175.706 | Cum | |
| 258 | 8.04 | 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. Foundation. | 1177.23 | Cum | |
| 259 | 8.05 | 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 of Engineer-In-charge. Foundation. | 994.374 | Cum | |
| 260 | 8.06 | 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\nfilling, 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 Foundation. | 1514 | Sqm | |
| 261 | 8.07 | Providing and laying plain cement concrete 1:4:8 (1 cement : 4 sand : 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. Foundation. | 299.832 | Cum | |
| 262 | 8.08 | First class Fly ash Brick masonry using bricks 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. Substructure | 189.402 | Cum | |
| 263 | 8.09 | First class Fly ash Brick masonry using bricks 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. Ground Floor | 443.374 | Cum | |
| 264 | 8.1 | 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. a) Foundation | 246.88 | Cum | |
| 265 | 8.11 | b) Plinth Beam Ground Floor | 116.526 | Cum | |
| 266 | 8.12 | b) Lintel Ground Floor | 36.458 | Cum | |
| 267 | 8.13 | c ) Roof Beam Ground Floor | 139.831 | Cum | |
| 268 | 8.14 | d) Roof Slab Ground Floor | 272.4 | Cum | |
| 269 | 8.15 | Providing, lifting, hoisting and laying Reinforced cement concrete of M-300 grade as per approved designs and drawings having a minimum compressive strength (in work test) 300 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. i) Column. Ground Floor | 108.949 | Cum | |
| 270 | 8.16 | 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 ( Binding wire 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. Ground Floor | 1369.91 | Qtl. | |
| 271 | 8.17 | 12mm cement plaster on external RCC/brick surfaces in cement plaster 1:6 (1 cement : 6 coarse sand) including necessary scaffolding, curing etc. all complete at all floors and all heights Ground Floor. | 1646.44 | Sqm | |
| 272 | 8.18 | 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. Ground Floor | 2535.98 | Sqm | |
| 273 | 8.19 | 6 mm cement plaster on RCC surfaces at ceiling/slab soffit and other locations with cement mortar of mix 1:4 (1 cement : 4 fine sand) including necessary scaffolding, curing etc. all complete at all floors and all heights. Ground Floor | 1313.1 | Sqm | |
| 274 | 8.2 | Providing and laying Vitrified floor tiles 600x600 mm (thickness to be specified by the manufacturer) 1st quality of 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 of Engineer-In-Charge at all floors and all heights. Ground Floor | 1313.1 | Sqm | |
| 275 | 8.21 | Providing and laying Vitrified skirting tiles 600x600 mm (thickness to be specified by the manufacturer) 1st quality conforming to IS: 15622 of NITCO, SOMANY, ASIAN, KAJARIA or equivalent approved make, colours & shades, except white, ivory, grey, fume red brown, 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 of EIC at all floors and all heights. Ground Floor | 153.916 | Sqm | |
| 276 | 8.22 | Providing of mural artistic wall painting with 1st quality of approved brand and manufacturer to give an even shade as per the instruction of Engineer-In-Charge at all elevations including all material & labour complete. | 100.976 | Sqm | |
| 277 | 8.23 | Unistone GRC BRICK WALL TILE . Providing & fixing Unistone or equivalent Glass reinforced concrete (G.R.C) brick tile in approved pattern i.e. red shade and size different textures of natural brick. The GRC brick tile shall have texture and shade of natural brick. The thickness of GRC brick tile shall be between 12-14mm having weight of approxmately 3-3.5 kg per Sq Ft. The GRC brick tile should be made from '43 grade' White portland cement manufactured by 'jk cement' or equivalent, quartz, fine silica sand, Alkali resistant glass fiber manufactured by N.EG JAPAN OR equivalent , super plasticizers manufactured by BASF or equivelent polymer manufactured by BASF or equivalent and U.V resistance Synthetic inorganic pigments should be used for pigmentation manufactured by BAYFERROX (Germany) LANXESS or equivalent.The material casting should take place in FRP molds. The fixing of GRC brick tile should take place on rough plastered surface of 1: 3 (cement : coarse sand) with Dual fixing procedure i.e. exterior grade cement polymer based tile adhesive Unistone ultimate or equivalent to be applied with exterior grade cement polymer based tile adhesive Unistone Ultimate or equivalent to be applied with exterior grade cement polymer based grout in matching brick tile shade to be used to tile group. | 1646.44 | Sqm | |
| 278 | 8.24 | Monier Heat Resistant Terrace Tile. Providing and fixing Heat resistant terrace tiles (300mm x 300 mm x20mm) with SRI (solar refractive index ) >78, solar reflection > 0.70 and initial emittance > 0.75on waterproof and sloped surface of terrace, laid on 20mm thick cement sand mortar in the ratio of 1:4 (1cement : 4 coarse sand ) and grouting the joints with mix of white cement & marbal powder in ratio of 1:1, including rubbing and polishing of the surface up to 3 cuts complete, including providing skirting up to 150 mm height along the parapet walls in the same manner. | 1814 | Sqm | |
| 279 | 8.25 | Supply & Fixing Rolling Shutters of with made of required Size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, on design 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 nacassary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength (IS : 4454 - part 1 & M.S. top cover of required thickness for rolling shutters and approved ball bearing). | 9504 | kg | |
| 280 | 8.26 | 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. Ground Floor | 10991 | Sqm | |
| 281 | 8.27 | Providing and applying to outside walls with two or more coats of Anti-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. Ground Floor | 3292.89 | Sqm | |
| 282 | 8.28 | 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. Ground Floor | 10991 | Sqm | |
| 283 | 8.29 | Preparing surface and painting at all height with two or more coats of interior Plastic Emulsion \"Royale Shyne\" of Asian Paints or equivalent of approved shade as per the instructions of the manufacturers; giving uniform shade etc in all heights of walls etc. including interior wall primer & providing scaffolding, cleaning, curing and supply of all materials and labour complete as per drawing, design and direction of Architect/Engineer-In-Charge. Ground Floor | 7698.16 | Sqm | |
| 284 | 8.3 | 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. Third Floor | 1820 | Sqm | |
| 285 | 8.31 | Waterproofing Treatment :-Quick Setting of foundation P.C.C. Providing and casting pcc (after sand and mental compacting ) mixing with quick setting waterproofing compound,Sika 4A @ 1.5KG TO 4KG Per bag of cement ,depending upon under water pressure at water logging area. | 1112.37 | Kg | |
| 286 | 8.32 | Waterproofing Treatment of PCC. Providing and applying two coats of sika Topseal 109hi. Elastic, liquid applied crack bridging, coloured, 2-pack acrylic- cementations waterproofing coating system reinforced with Sika Fab1 (glass fiber). Complete with all respect as per direction the engineer in charge & manufacture instruction . Base coat : Sika Topseal109 hi. Consumption base coat: 0.70kg/m2. Reinforcement: Sika feb-1. Top coat sika Top seal-109hi.Consumption top coat 1.5 kg/m2. System requirement :conforms to IS 2645,IS 101 Elongation at break : 40%; slant shear bond strength :approx . 4N/mm2 as per FIP 5.15; water permeability passes as per IS 2645; Weather resistance as per IS 101. | 545.28 | Sqm | |
| 287 | 8.33 | Waterproofing Treatment :- Terrcae Roof Top Surface. Providing waterproofing for Roof Top Surface :- Checking the leakage & seepage with ponding test & application of Sika Topseal 109 hi 2 coats over the roof slab & continued over the parapet wall reinforced. Covering with 1:4 cement mortar admixed with sika plastocrete super (100gms/50kg cement) over the joints to terrace to parapet over a bond Sika Latex (1:4:6) followed by a protection screed (1:1.5:3) in panel of size 2mtr x 2 mtr to drain the water towards the rain water pipe & Finally filled the joints grooves ( 20mm x 20mm) with Polyurathene sealant Sika Flex / Polysulphide sealant complete as per manufacture specification and direction of Engineer-In-Charge. Note : All the waterproofing treatment shall be executed though a recognized water proofing agency approved by the engineer in charge . A written guarantee on non-judicial stamp paper shall be submitted by the contractor for a minimum period of 5(five) years from the certified date of completion for the satisfactory performance of the entire waterproofing treatment system. | 1820 | Sqm | |
| 288 | 8.34 | Waterproofing Treatment :- External Vertical Wall Surface Providing waterproofing for vertical wall surface :-Providing and applying two coats Sika Raintite I for bond coat water proofing and repair to roof top with proportion of (1:2:3) I.E 1 part of Sika Raintite I, and 2 part of water with 3 part cement over a clean , dry homogeneous, dust free surface including cost conveyance of all the material, sundries,T&P, All labour etc.complete as per direction of Engineer-In-Charge.Note : All the waterproofing treatment shall be executed though a recognized water proofing agency approved by the engineer in charge . A written guarantee on non-judicial stamp paper shall be submitted by the contractor for a minimum period of 5(five) years from the certified date of completion for the satisfactory performance of the entire waterproofing treatment system. Ground Floor | 3292.89 | Sqm | |
| 289 | 9 | INTERNAL ROAD & PARKING WORK | |||
| 290 | 9.01 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre 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. All type of Soil | 3494.99 | Cum | |
| 291 | 9.02 | 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. | 2341.64 | Cum | |
| 292 | 9.03 | Supplying of 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 of E.I.C. | 2451.8 | Cum | |
| 293 | 9.04 | Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand: 8 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring ,shuttering etc.complete all depth and height. | 1838.85 | Cum | |
| 294 | 9.05 | 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. | 725.716 | Cum | |
| 295 | 9.06 | 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 (Binding wire 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. | 577.873 | Qtl | |
| 296 | 9.07 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with storng vibratory compaction of approved size, design & shape, laid in required colour and pattern over and including 75mm thick sand filling.as per drawing, specification and direction of Engineer-In-charge. | 6842.47 | Sqm | |
| 297 | 9.08 | GICO Tile ( GPT-1, 4 & 6) Red and Yellow colour Providing rubber moulded cement concrete tiles of 300mm by 25mm or 400mm by 400mm by 25mm for parking ,footpath driveways and any external application ,in approved ahade and design . The mixture consists of M-40 grade cement, m-sand, gravel of 5-7mm, pigments as per required color. The tile are subjected to IS 1237 of 1980 9reaffiemed in 2006). The fixing of rubber moulded cement concrete tiles should take place on rough pcc with dual fixing procedure i.e. exterior grade cement polymer based tile applied with exterior grade cement polymer based grout in matching floor tile shade to be used to tile group 20mm thick (1:4). | 1654.28 | Sqm | |
| 298 | 9.09 | 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. | 60 | Sqm | |
| 299 | 10 | DRAINAGE WORK | |||
| 300 | 10.01 | 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. All type of Soil | 733.125 | Cum | |
| 301 | 10.02 | 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. ` | 491.194 | Cum | |
| 302 | 10.03 | 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). | 97.75 | Cum | |
| 303 | 10.04 | Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floors using Portland slag 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. | 146.625 | Cum | |
| 304 | 10.05 | 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. i) Base | 129.375 | Cum | |
| 305 | 10.06 | ii) Wall | 155.25 | Cum | |
| 306 | 10.07 | iii) Slab | 129.375 | Cum | |
| 307 | 10.08 | 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. | 331.2 | Qntl | |
| 308 | 11 | LANDSCAPING | |||
| 309 | 11.01 | Surface dressing of the ground including removing Vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish lead upto 50m (at least 5m away from the dressed area). (Provisional) | 836.431 | Sqm | |
| 310 | 11.02 | Supplying and stacking & speareding of good earth at site including royalty and carrage up to 5 KM (earth measured in stacks will be reduced by 20% for payment) 300mm th. (Provisional) | 420 | Cum | |
| 311 | 11.03 | Supplying and stacking sludge at site including royalty and carrage up to 5 KM (sludge measured in stacks will be reduced by 8% for payment). (Provisional) | 300 | Cum | |
| 312 | 11.04 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation, breaking clods and fine dressing the ground including all materials and labour complete as per direction of Engineer-In-Charge. (Provisional) | 300 | Sqm | |
| 313 | 11.05 | Provision of soft surfaces such as grass lawns in between the open spaces. (Provisional) | 800 | Sqm | |
| 314 | 11.06 | Provision of plantation all around the campus with suitable tree guard where required. (Provisional) Fast growing ornamental species (i.e. Kadamba (anthocephalus cadamba), Krusnachuda (Delonixregia), Radhachuda (Peltoferrum )) | 20 | Nos | |
| 315 | 11.07 | Slow growing ornamental species. (Provision) (i.e. Asoka (sarca asoka), Baula (mimussops elengii), Bottle brush (callistemin lanceolatum), Neem (azadirchta indica), Karanj (pangamea pinnata), Debdaru (polyalthia longifolia), Aonla (embelica officinalis), Sunari (cassia fistula) & Kanchan (bauhinia variegate) | 20 | Nos | |
| 316 | 11.08 | Shrub species (i-Local species).(Provision) (i.e. Mandar (hibiscus rosasinesis), Tagar (tabarnae montana coronaria) , Kaniar (thevetia spp), Karabira (nerium oleander) | 20 | Nos | |
| 317 | 11.09 | Creepers/ Climbers/ Ground covers.(Provision) (i.e. Jui(jasminum offcinale), Jai (jasminum pubescence), Madhumalati (quuisquilis indica) | 20 | Sqm | |
| 318 | 11.1 | 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. (Provision) | 2 | Cum | |
| 319 | 11.11 | 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. (Provision) | 50 | Sqm | |
| 320 | 11.12 | Supplying fitting fixing of UPVC (SCH-80) pipe including all cost. (Provision) i) 25 mm dia | 60 | Mtr | |
| 321 | 11.13 | ii) 40 mm dia | 60 | Mtr | |
| 322 | 11.14 | Fitting Fixing of PVC Ball Valve. (Provision) i) 25 mm dia | 6 | Each | |
| 323 | 11.15 | i) 40 mm dia | 6 | Each | |
| 324 | 11.16 | Supplying all materials, labour T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge. (Provision) 15mm dia CP Bib cock (Plaza/zigma/Amber/Delux Make) (Provision) | 4 | Each | |
| 325 | 11.17 | Providing & fixing the Selfi Zone in Landscaping area as design approved and complete all with respect as direction of the Engineer-In-Charge. (Provision) | 1 | Job | |
| 326 | 11.18 | Design, supply fabrication, delivery and erection of Tensile fabric roofing excluding foundation, including steel support framework tensioning hardware and final finishing with epoxy paint etc complete including cost of materials, labours. \nMembrane Specifications as under : (Serge Ferrari, France) \nBoth side PVDF coat \nTechnical Properties : (5% variation acceptable) \nYarn : 1150 dtexPESHT CR treatment \nWeight : 950 g/sqm \nWidth : 267 cm-105 inch \nTensile Strength : 3000/2800N/5CM \n(WRAP * WEFT) \nTear Resistances : 300N \n(WRAP * WEFT) \nAdhesion : 120N/5CM \nSurface Treatment : Formula weldable fluorinated varnish \nLight Transmission : 13.50% \nFlame Ret ardency : M2/NFP92-507CSFM T119, B1/DIN4102 \nManufacturer's Guarantee : 15 years \n(Provisional) | 150 | Sqmt | |
| 327 | 12 | WATER FOUNTAIN | |||
| 328 | 12.01 | Providing fitting & fixing of flower jet fountain at market complex 6nos With fitting accessory of Flower jet nozzle with shine chrome (CNC Cutting) Make- DPS, Programmable color changing LED based lights Model:- DPS NM/TRI/180 R, DCC Programmable controller for lights Model-DPS/PWN/Make-DPS, Free suction Submersible pump 3.HP,Electrical panel 22 Gage CRC Sheet, power coated,contractor overload realy with face and on/off indication,protection circuit.Assembled with TC,Plumbing matrial pipe ,fitting,elbow,tee,socket,reducer jointing all necessary plumbing item in water bodys,Necessary electrical submersible wiring for water body pump,RGB Lights & water switch for conducting pipe ,Band,Submersible Tape, Pvc Tape, etc.(note- all wire are in copper) & Installation/Testing/supervision/Transport are included as directed by Architect/Engineer-In-Charge. The rate includes all complete with materials, labour, T&P, taxes etc. Make PARKS & POOLS, or equevalents approved as per Technical & Manufacture's specification\n\n | 1 | Job. | |
| 329 | 12.02 | Providing fitting & fixing of Areator jet fountain at amphitheater With fitting accessory of Areator jet nozzle with shine chrome (CNC Cutting) Make- DPS, Programmable color changing LED based lights Model:- DPS NM/TRI/180 R, DCC Programmable controller for lights Model-DPS/PWN/Make-DPS, Free suction Submersible pump 5.HP,Electrical panel 22 Gage CRC Sheet, power coated,contractor overload realy with face and on/off indication,protection circuit.Assembled with TC,Plumbing matrial pipe ,fitting,elbow,tee,socket,reducer jointing all necessary plumbing item in water bodys,Necessary electrical submersible wiring for water body pump,RGB Lights & water switch for conducting pipe ,Band,Submersible Tape, Pvc Tape, etc.(note- all wire are in copper) & Installation/Testing/supervision/Transport are included as directed by Architect/Engineer-In-Charge. The rate includes all complete with materials, labour, T&P, taxes etc. Make PARKS & POOLS, or equevalents approved as per Technical & Manufacture's specification\n\n | 1 | Job. | |
| 330 | 13 | INTERNAL P.H. & SANITARY WORK.MARKET COMPLEX. | |||
| 331 | 13.01 | GPH Works: Supplying all materials, 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. Ground Floor 15 mm PVC sch-80 pipes (Oriplast/Supreme) | 40 | Mtr | |
| 332 | 13.02 | 20 mm PVC sch-80 pipes (Oriplast/Supreme) | 60 | Mtr | |
| 333 | 13.03 | 25 mm PVC sch-80 pipes (Oriplast/Supreme) | 70 | Mtr | |
| 334 | 13.04 | 40 mm PVC sch-80 pipes (Oriplast/Supreme) | 20 | Mtr | |
| 335 | 13.05 | FIrst Floor 15 mm PVC sch-80 pipes (Oriplast/Supreme) | 40 | Mtr | |
| 336 | 13.06 | 20 mm PVC sch-80 pipes (Oriplast/Supreme) | 60 | Mtr | |
| 337 | 13.07 | 25 mm PVC sch-80 pipes (Oriplast/Supreme) | 70 | Mtr | |
| 338 | 13.08 | 40 mm PVC sch-80 pipes (Oriplast/Supreme) | 20 | Mtr | |
| 339 | 13.09 | Second Floor 15 mm PVC sch-80 pipes (Oriplast/Supreme) | 40 | Mtr | |
| 340 | 13.1 | 20 mm PVC sch-80 pipes (Oriplast/Supreme) | 60 | Mtr | |
| 341 | 13.11 | 25 mm PVC sch-80 pipes (Oriplast/Supreme) | 70 | Mtr | |
| 342 | 13.12 | 40 mm PVC sch-80 pipes (Oriplast/Supreme) | 50 | Mtr | |
| 343 | 13.13 | 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. Ground Floor :- 250 mm thick wall | 60 | Each | |
| 344 | 13.14 | Supplying all materials, labour, T&P and cutting hole in R.C.C floors, roofs, etc upto 19 cm thick for passing G.I. Pipes / P.V.C pipes and fittings etc and repairing the holes after insertion of pipes etc with cement concrete (1:2:4 ) including finishing complete so as to make it leak proof as per direction of the Engineer-in-charge. Ground Floor :- 250 mm thick wall | 30 | Each | |
| 345 | 13.15 | 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. Ground Floor | 25 | Mtr | |
| 346 | 13.16 | 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. Supplying all materials, labour, T&P and fixing standard sized two way Bib 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 complete as per direction of Er-in-charge. 15mm dia CP Two way bib cock with Flange Jaquar CON-041KN. Ground Floor | 24 | Each | |
| 347 | 13.17 | Supplying all materials, labour, T&P and fixing standard sized Bib 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 complete as per direction of Er-in-charge.15mm dia. nominal bore Long body Bib Cock Jaquar-CON-047KN. Ground Floor | 24 | Each | |
| 348 | 13.18 | Supplying all materials, labour, T&P and fixing standard sized 15mm dia angular Stop 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 complete as per direction of Er-in-charge. 15mm dia CP angle stop cock with wall flange Jaquar CON-059KN. Ground Floor | 84 | Each | |
| 349 | 13.19 | 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. Ground Floor | 24 | Each | |
| 350 | 13.2 | Fixing of 32mm dia Brass / Gun meta ball Valve confirming to IS : 781-1995 of approved make as per specification complete as per direction of Er-in-charge.32mm dia brass or gun metal full way valve (shakti make) | 6 | Each | |
| 351 | 13.21 | Fixing of 40mm dia Brass / Gun meta ball Valve confirming to IS : 781-1995 of of approved make as per specification complete as per direction of Er-in-charge.40mm dia brass or gun metal full way valve(shakti make) | 6 | Each | |
| 352 | 13.22 | 15mm dia PVC connection pipe 450 mm long | 40 | Each | |
| 353 | 13.23 | 15mm dia CP Extention Nipple | 65 | Each | |
| 354 | 13.24 | Providing and fixing circular type stainless steel jalli (grating) with hole for floor /nahani trap etc complete as per specification and direction of the Engineer in charge. Ground Floor | 90 | Each | |
| 355 | 13.25 | 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 the Engineer-In-Charge. 15mm dia CP Health Faucet of Jaquar 1.2mtr long, 8MM dia Jaquar ALD-577. Ground Floor | 24 | Each | |
| 356 | 13.26 | 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 the Engineer-In-Charge. 2000 litre capacity water storage tanks in 1st. floor. | 4 | Each | |
| 357 | 13.27 | 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. In ground floor 110mm diameter U-PVC SWR pipes(Oriplast type-A/Supreme) | 150 | Mtr | |
| 358 | 13.28 | 110mm U-PVC door Tee | 18 | Each | |
| 359 | 13.29 | 110mm U-PVC offset | 20 | Each | |
| 360 | 13.3 | 110mm U-PVC door bend | 16 | Each | |
| 361 | 13.31 | 110mm U-PVC plain shoe bend | 10 | Each | |
| 362 | 13.32 | 110mm U-PVC vent cowl | 12 | Each | |
| 363 | 13.33 | 110mm P-trap | 12 | Each | |
| 364 | 13.34 | 110mm U-PVC plain bend | 18 | Each | |
| 365 | 13.35 | Supplying all materials,labour T&P and cutting holels through existing brick or laterite masonry wall for taking H.C.I pipes and fittings including making good the damages etc. all complete as per P.H.Specification and direction of the Engineer-In-Charge. 250mm to 375mm thick wall | 30 | Each | |
| 366 | 13.36 | 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. 10 Liters capacity PVC cistern with 32mm dia flush bend. Hindware sleek fresh single flush Starwhite, Size 47.6 X 15.5 X 32.5 cm Ground Floor | 24 | Each | |
| 367 | 13.37 | 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 the Engineer-In-Charge. Hindware Orissa Pan cat no 20004 Starwhite. Size- 53x41 cm Ground Floor | 12 | Each | |
| 368 | 13.38 | 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 the Engineer-In-Charge. 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. Ground Floor | 12 | Each | |
| 369 | 13.39 | 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 the Engineer-In-Charge. Hindware ARIEL Wash Basin Size - 550mmx400x790mm, Cat.No. 10100 Starwhite & Hindware ARIEL Pedestal Cat -no- 11003 Starwhite. Ground Floor | 24 | Each | |
| 370 | 13.4 | Supplying all materials, labour, T&P and fixing bowl 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-60001 starwhite, Size-26.5x31.5x44 cm. Ground Floor | 12 | Each | |
| 371 | 13.41 | Supply and fixing all materials, labour, T & P and providing marble slab urinal partion wall including cutting grooves in wall and making good the damages, watering, curing, conveyance of all materials to work site etc all complete as per direction of the Engineer-In-Charge. | 20 | Sqm | |
| 372 | 13.42 | 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. 600mmx450mm size B.E.mirror (Alpina/Golden fish/Belgion) Ground Floor | 24 | Each | |
| 373 | 13.43 | 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 and direction of the Engineer-in-charge. Jaquar glass shelf ACN-1171 N 600mm long Ground Floor | 24 | Each | |
| 374 | 13.44 | Supplying all materials,labour, T&P and fixing standard sized CP towel rail 24\" of Hindware/Jaquar/Parryware complete with CP 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. First Floor | 12 | Each | |
| 375 | 13.45 | Supplying all materials, labour, T&P and fixing standard sized Chromium Plated soap case 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 the Engineer in charge CP soap holder (Jaguar make) ACN-1131N. Ground Floor | 24 | Each | |
| 376 | 13.46 | Supplying all materials, labour, T&P and fixing standard sized Robe Hook of Hindware/Jaquar/Parryware complete with all as per specification and direction of the Engineer in charge. Jaquar Robe hook AQN-7791 First Floor | 12 | Nos | |
| 377 | 13.47 | Supplying all materials, labour, T&P and fixing standard sized Soap Dispensor of Hindware/Jaquar/Parryware complete with all as per specification and direction of the Engineer in charge. Soap dispense with Glass Bottle. Jaguar AKP-35735P First Floor | 12 | Nos | |
| 378 | 14 | INTERNAL P.H. & SANITARY WORK. - AMPHITHEATER | |||
| 379 | 14.01 | GPH Works: Supplying all materials, 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. Ground Floor 15 mm PVC sch-80 pipes (Oriplast/Supreme) | 80 | Mtr | |
| 380 | 14.02 | 20 mm PVC sch-80 pipes (Oriplast/Supreme) | 140 | Mtr | |
| 381 | 14.03 | 25 mm PVC sch-80 pipes (Oriplast/Supreme) | 160 | Mtr | |
| 382 | 14.04 | 40 mm PVC sch-80 pipes (Oriplast/Supreme) | 150 | Mtr | |
| 383 | 14.05 | 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. Ground Floor :- 250 mm thick wall | 50 | Each | |
| 384 | 14.06 | Supplying all materials, labour, T&P and cutting hole in R.C.C floors, roofs, etc upto 19 cm thick for passing G.I. Pipes / P.V.C pipes and fittings etc and repairing the holes after insertion of pipes etc with cement concrete (1:2:4 ) including finishing complete so as to make it leak proof as per direction of the Engineer-in-charge. Ground Floor :- 250 mm thick wall | 30 | Each | |
| 385 | 14.07 | 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. Ground Floor | 85 | Mtr | |
| 386 | 14.08 | 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. Supplying all materials, labour, T&P and fixing standard sized two way Bib 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 complete as per direction of Er-in-charge. 15mm dia CP Two way bib cock with Flange Jaquar CON-041KN. Ground Floor | 36 | Each | |
| 387 | 14.09 | Supplying all materials, labour, T&P and fixing standard sized Bib 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 complete as per direction of Er-in-charge.15mm dia. nominal bore Long body Bib Cock Jaquar-CON-047KN. Ground Floor | 10 | Each | |
| 388 | 14.1 | Supplying all materials, labour, T&P and fixing standard sized 15mm dia angular Stop 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 complete as per direction of Er-in-charge. 15mm dia CP angle stop cock with wall flange Jaquar CON-059KN. Ground Floor | 124 | Each | |
| 389 | 14.11 | 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. Ground Floor | 22 | Each | |
| 390 | 14.12 | Fixing of 32mm dia Brass / Gun meta ball Valve confirming to IS : 781-1995 of approved make as per specification complete as per direction of Er-in-charge.32mm dia brass or gun metal full way valve (shakti make) | 6 | Each | |
| 391 | 14.13 | Fixing of 40mm dia Brass / Gun meta ball Valve confirming to IS : 781-1995 of of approved make as per specification complete as per direction of Er-in-charge.40mm dia brass or gun metal full way valve(shakti make) | 6 | Each | |
| 392 | 14.14 | 15mm dia PVC connection pipe 450 mm long | 30 | Each | |
| 393 | 14.15 | 15mm dia CP Extention Nipple | 55 | Each | |
| 394 | 14.16 | Providing and fixing circular type stainless steel jalli (grating) with hole for floor /nahani trap etc complete as per specification and direction of the Engineer in charge. Ground Floor | 124 | Each | |
| 395 | 14.17 | 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 the Engineer-In-Charge. 15mm dia CP Health Faucet of Jaquar 1.2mtr long, 8MM dia Jaquar ALD-577. Ground Floor | 36 | Each | |
| 396 | 14.18 | 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 the Engineer-In-Charge. 5000 litre capacity water storage tanks in 1st. floor. | 6 | Each | |
| 397 | 14.19 | 2000 litre capacity water storage tanks in 1st. floor. | 3 | Each | |
| 398 | 14.2 | 1000 litre capacity water storage tanks in 1st. floor. | 2 | Each | |
| 399 | 14.21 | 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. In ground floor 110mm diameter U-PVC SWR pipes(Oriplast type-A/Supreme) | 120 | Mtr | |
| 400 | 14.22 | 110mm U-PVC door Tee | 18 | Each | |
| 401 | 14.23 | 110mm U-PVC offset | 20 | Each | |
| 402 | 14.24 | 110mm U-PVC door bend | 16 | Each | |
| 403 | 14.25 | 110mm U-PVC plain shoe bend | 10 | Each | |
| 404 | 14.26 | 110mm U-PVC vent cowl | 12 | Each | |
| 405 | 14.27 | 110mm P-trap | 12 | Each | |
| 406 | 14.28 | 110mm U-PVC plain bend | 18 | Each | |
| 407 | 14.29 | Supplying all materials,labour T&P and cutting holels through existing brick or laterite masonry wall for taking H.C.I pipes and fittings including making good the damages etc. all complete as per P.H.Specification and direction of the Engineer-In-Charge. 250mm to 375mm thick wall | 30 | Each | |
| 408 | 14.3 | 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. 10 Liters capacity PVC cistern with 32mm dia flush bend. Hindware sleek fresh single flush Starwhite, Size 47.6 X 15.5 X 32.5 cm Ground Floor | 36 | Each | |
| 409 | 14.31 | 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 the Engineer-In-Charge. Hindware Orissa Pan cat no 20004 Starwhite. Size- 53x41 cm Ground Floor | 18 | Each | |
| 410 | 14.32 | 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 the Engineer-In-Charge. 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. Ground Floor | 18 | Each | |
| 411 | 14.33 | 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 the Engineer-In-Charge. Hindware ARIEL Wash Basin Size - 550mmx400x790mm, Cat.No. 10100 Starwhite & Hindware ARIEL Pedestal Cat -no- 11003 Starwhite. Ground Floor | 22 | Each | |
| 412 | 14.34 | Supplying all materials, labour, T&P and fixing bowl 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-60001 starwhite, Size-26.5x31.5x44 cm. Ground Floor | 56 | Each | |
| 413 | 14.35 | Supply and fixing all materials, labour, T & P and providing marble slab urinal partion wall including cutting grooves in wall and making good the damages, watering, curing, conveyance of all materials to work site etc all complete as per direction of the Engineer-In-Charge. | 60 | Sqm | |
| 414 | 14.36 | 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. 600mmx450mm size B.E.mirror (Alpina/Golden fish/Belgion) Ground Floor | 22 | Each | |
| 415 | 14.37 | 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 and direction of the Engineer-in-charge. Jaquar glass shelf ACN-1171 N 600mm long Ground Floor | 22 | Each | |
| 416 | 14.38 | Supplying all materials,labour, T&P and fixing standard sized CP towel rail 24\" of Hindware/Jaquar/Parryware complete with CP 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. First Floor | 36 | Each | |
| 417 | 14.39 | Supplying all materials, labour, T&P and fixing standard sized Chromium Plated soap case 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 the Engineer in charge CP soap holder (Jaguar make) ACN-1131N. Ground Floor | 36 | Each | |
| 418 | 14.4 | Supplying all materials, labour, T&P and fixing standard sized Robe Hook of Hindware/Jaquar/Parryware complete with all as per specification and direction of the Engineer in charge. Jaquar Robe hook AGA-BIV-31791 First Floor | 36 | Nos | |
| 419 | 14.41 | Supplying all materials, labour, T&P and fixing standard sized Soap Dispensor of Hindware/Jaquar/Parryware complete with all as per specification and direction of the Engineer in charge. Soap dispense with Glass Bottle. CAN-1135N. First Floor | 8 | Nos | |
| 420 | 15 | EXTERNAL P.H. & SANITARY WORK | |||
| 421 | 15.01 | 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. 250mmx250mm with RCC cover | 14 | Each | |
| 422 | 15.02 | 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 , taxes etc. all complete as per aproved drawing , specification and direction of Engineer-in-charge. Inside size 760mm x760mm x450mm | 28 | Each | |
| 423 | 15.03 | 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 encasing including concrete for bedding and curing etc all complete as per PH specification and direction of the Engineer-in-charge. 110 mm dia U-PVC pipes Class-3 (0.60 mpa) | 380 | mtr | |
| 424 | 15.04 | 160 mm dia U-PVC pipes Class-3 (0.60 mpa) | 150 | mtr | |
| 425 | 15.05 | Supplying all materials, labour, T&P and constructing Man hole chamber of the following size with cement 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 worksite payment of royalty, taxes etc. all completed as per approved drawing, specification and direction of Engineer-in-charge. Inside size 900mmx900mmx900mm | 16 | each | |
| 426 | 15.06 | addl depth of 0.30m upto 4.50m depth | 1 | each | |
| 427 | 15.07 | Supplying all materials, labour, T&P and constructing Man hole chamber of the following size with cement 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 worksite payment of royalty, taxes etc. all completed as per approved drawing, specification and direction of Engineer-in-charge. Inside size 1200mmx900mmx900mm | 3 | each | |
| 428 | 15.08 | addl depth of 0.30m upto 4.50m depth | 1 | each | |
| 429 | 15.09 | 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 RCC rings soakway pit 1.2m dia x 2.0m deep | 2 | each | |
| 430 | 15.1 | Construction of borewell including all materials like 150mm 80 schedule Upvc pipe for casing, 1.5H.P. sumersible pump, electric cable, pannel board, wire rope, hand pump, 40/32 mm suction pipe Upvc, washing platform etc complete as per\ndrawing and direction of Engineer-In-Charge. Depth Minimum 125 mtr. Labour 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 rigs or combination drilling rigs (1200 cfm/ 300 psi) as required to suit the site condition as per the direction of Engineer-in-charge including use of own rigs with its accessories, tools and plant and consumables etc for lowering of 200 mm dia PVC/GI pipes for housing fitted with socket and with or without well screen as per the necessity for soft, medium, hard and boulder formation (GI/PVC casing pipes if required to prevent collapse of over burden is to be provided by the contractor including lowering and withdrawing after completion of the tube well). | 200 | Mtr | |
| 431 | 15.11 | Lowering the following size G.I/ PVC pipes with or without slotted pipes as per the necessity from ground level and fitted and fixed up in perfectly vertical position, including cutting and threading pipe and slotted pipe and supplying and fixing all jointing materials, tools and plant etc. complete and keeping the top of the casing pipe threaded including plugging tube wells to prevent entry of foreign materials from above. C | 150 | Mtr | |
| 432 | 15.12 | Cleaning and developing the tube well using their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per the direction of Engineer-in-Charge. | 2 | Each | |
| 433 | 15.13 | 200mm dia rigid UPVC pipe Class-3 (0.60 mpa) | 150 | Mtr | |
| 434 | 15.14 | Supplying fitting, fixing of 1.0 HP submersible pump Crompton greaves Make/ Texmo/ Kirloskar or Equivalent make including cost of all materials, transportation and taxes of pump etc. complete as per PH specification & direction of Engineer-in-charge. | 2 | Each | |
| 435 | 15.15 | Supplying all materials, labour, T&P for fitting and fixing of required 1 HP control panel (SPC1) of approved quality including DOL starter with indicator 32 Amp TPN main switch including connection, installation etc. all complete as per specification & direction of Engineer-in-charge. | 2 | Each | |
| 436 | 15.16 | Supplying, fitting and fixing of 1.5sqmm 3core flat industrial cable for submission conforming to IS 694 Flexible 1100V. To IS 694. including all cost of material, labour, T&P etc all complete. (Make:Havels/ Finolex or Equivalent. | 150 | Mtr | |
| 437 | 15.17 | Supplying all materials, labour, T&P for fitting and fixing of 40 mm dia HDPE Pipe | 150 | Mtr | |
| 438 | 15.18 | Supplying, fitting, fixing of S.S tapper 2nos of 0.45mtr long M.S supporting clamps, plastic rope. | 2 | Set | |
| 439 | 15.19 | Provising and Fixing of Hand pump on borewell including all materials and labour complete as per direction of EIC. | 2 | Set | |
| 440 | 16 | STP, UG & OH SUMP | |||
| 441 | 16.01 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works up to 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. All type of Soil | 387.765 | Cum | |
| 442 | 16.02 | Stoney Earth | 166.185 | Cum | |
| 443 | 16.03 | 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. | 482.49 | Cum | |
| 444 | 16.04 | Supplying of 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 of Engineer-In-Charge. | 30.22 | Cum | |
| 445 | 16.05 | Providing and laying plain cement concrete 1:4:8 (1 cement: 4 sand : 8 stone aggregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. | 28.37 | Cum | |
| 446 | 16.06 | 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 and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag 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. a) Base | 40.04 | Cum | |
| 447 | 16.07 | b) Wall | 83.585 | Cum | |
| 448 | 16.08 | c) Slab | 24.1 | Cum | |
| 449 | 16.09 | 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 (Binding wire 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. | 252.031 | Qntl | |
| 450 | 16.1 | 12mm cement plaster on internal smooth side of RCC/brick surfaces with cement mortar of mix 1:4 (1 cement : 4 fine sand) including neat cement punning & necessary scaffolding, curing etc. all complete at all floors and all heights. | 524 | Sqm | |
| 451 | 16.11 | SEWAGE TREATMENT PLANT (MBBR PROCESS) Design, construction, testing & comimissioning of Sewage Treatment Plant (STP) of capacity 45 KLD with MBBR technology with Bar Screen,Level Sensors, Diffuser(Tube Type), Blower( Twin Lobe Design),Secondary Tube settler,Feed Pumps for tertiary treatment, MGF,ACF,Butterfly valves,Pressure gauge etc. Including carrying out all Mechanical and Electrical work with Tertiary Treatment to make the sewage treatment plant operational so that the outlet parameter shall satisfy the pollution control board norms for treated water fit to be re-used or discharged to storm water drain.STP shall operate in Aerobic process for the following details: Daily average flow - 45 Cum / Day \npH - 6.5-7.5\nBOD - 300-350 Mg/L\nS. Solids - < 250 Mg/L\nCOD - 600-800 Mg/L\nOil & Grease - <50 Mg / L\nInlet Temp- 23-35 degree Celcius Effluent discharge standard after treatment\npH - 6.5 – 9.0\nBOD - < 20 Mg/L\nS. Solids - < 100 Mg/L\nCOD - < 50 Mg/L\nOil & Grease - Less than 10 Mg / L Sewage treatment plant shall include the following items:\nScreen chamber \nOil and Grease Chamber \nSewage equalization tank/sump\nMBBR tank\nClarifier tank ( secondary + Tube settler) \nSludge holding tank\nClarified tank,Treated water tank\nAir Blowers, Pumps & equipment\nPiping, valves etc\nTertiary treatment plant (MGF+ ACF)\nElectrical Panel & Cabling Barscreen Chamber- 0.75m X 0.75 m x Invert level Grit tank-1 m X 0.75 m x 3.5 m Oil and Grease tank-1 m X 0.75 m x 3.5 m Equalization tank of dimension-2.9 m x 2.58 m x 3.5 m MBBR tank-1.0m x 2.58 m x 3.5 m X 2 NOS Clarifier/Settling Tank-1.5 m X 2.58 m x 3.5 m Clarified Water tank-1.5 m X 2.58 m x 3.5 m Treated Water Tank-2.0 m x 2.58 m x 3.5 m Sludge Holding Tank-2.0 m x 2.58 m x 3.5 m Supply, installation, testing & commissioning of 1 Nos Stainless Steel Perforated, Corrugated Bar Screen with suitable lifting arrangement (size 500 mm x 1000 mm) | 1 | Nos | |
| 452 | 16.12 | Supply, installation, testing & commissioning of level sensors for dry run protection and automation opration of pumps. Contractor shall ensure submission of detailed GA drawings (Plan & Section), P & I diagram, schematic diagram for the above mentioned component and additional component if so required for the complete working of the STP. | 1 | Set | |
| 453 | 16.13 | Supply, installation, testing & commissioning of non clogging sewage transfer pumps with all accessories, motor of required capacity, Pressure gauge on delivery line with control the level of EQT automatically. Pumps shall have following duty: Capcity - 3 m3/Hr. Head - 10 mwc Motor HP/RPM- 1/2900 Make- CG/ KIRLOSKAR/LUBI Quantity- 2 Nos (1w + 1 S) | 2 | Nos | |
| 454 | 16.14 | Supplying, installing, testing and commissioning of Twin Lobe design type air blower complete with motors, pulleys, one piece CI casing and side plates, silencer, base plate, Anti-friction bearings, Rotary oil sealings having horizontal configuration.with electric motor Capacity of Blower- 65m3/Hr. Head- 0.4 kg/cm2 Motor HP/RPM- 3/1500 Make- Everest /Kay/Airvak/Akash MOC- CI Air Required for reactor tank- 47Nm3/Hr. Air Required for Equalization tank- 18Nm3/Hr.\n | 2 | Nos | |
| 455 | 16.15 | Supplying, installing, testing and commissioning, consisting fine bubble diffuser along with membrane of silicone membranes, PVC support pipe(10 ksc pressure rating),PVC fitting, nylon rope braided hose with all accessories to make it retrievable & to provide clog-free oxygen for Aeration Tanks. Make-Cooldeck/Southern Cogen | 12 | No | |
| 456 | 16.16 | Design Supply, installation, testing and commissioning of MBBR media, and Tube settler to be provided in the areation tank and settling tank. MOC of MBBR Media - Poly Propylene ,Make-Cooldeck/MM Aqua Quanity of FMR Media - 2 m3 Tube settler - 3 m3 | 1 | M3 | |
| 457 | 16.17 | Supply, installation, testing and commissioning of on line electronic sodium hypo chloride dosing sytem dosing pump and Tank etc., The unit shall comprise of the following: Capacity of the dosing Pump - 0-4 LPH Pressure- 4 Kg/cm2 Stroke per minute-55 Dosing Tank- 100 Ltr-SINTEX, Make- Kanakdhara/Milton Roy/Asia LMI/Nuton | 1 | Set | |
| 458 | 16.18 | Supplying, installing, testing and commissioning Consisting of 2 Nos. of centrifugal filter feed pumps (one working + one standby) to feed the treated sewage Water from clarified water tank to Multigrade Filter & Activated Carbon Filter . Flow -5 m3/Hr. Head - 35 Mtr. Make- CG/ KIRLOSKAR/LUBI MOC- CI Quantity- 2 Nos | 2 | No | |
| 459 | 16.19 | Supplying, installing, testing and commissioning of Multigrade Filter with Multi port valves. Filter shall be suitable for working pressure of 3.5 kg / cm2 and shall include standard fittings like pressure gauges, sampling cock, etc. Flow Rate- 5m3/Hr. Dia x HoS ( mm )- MGF 525 x 1550 MOC- FRP COMPOSITE Make- PENTAIR/AVENTURA/AQUANOMICS | 1 | No | |
| 460 | 16.2 | Supplying, installing, testing and commissioning of Activated Carbon Filter with Multi port valves . Filter shall be suitable for working pressure of 3.5 kg / cm2 and shall include standard fittings like pressure gauges, sampling cock, etc. Flow Rate-5 m3/Hr. Dia x HoS ( mm)- ACF 525 x 1550 MOC- FRP COMPOSITE Make- PENTAIR/AVENTURA/AQUANOMICS | 1 | No | |
| 461 | 16.21 | Supply, Installation, Testing Commisioning of pipes & Valves with fittings such as tees, crosses, plugs, sockets, elbows, unions, flanges, sleeve pieces, check nuts etc for the entire STP Plant. Inter connecting pipe works with valves for air line- Jindal/TATA Inter connecting pipe works with valves for water line- UPVC-SUPREME/FINOLEX/ASTRAL Puddle pipes and flange | 1 | Lot | |
| 462 | 16.22 | supply, Installation , Testing Commisioning of of MCC Panel (motor control center) to accommodate all the drive units with cabling,glanding within the STP Compartmental , design Indoor wall mounted type with top entry for cable the internal components either L&T / Siemen Shall be provided with 1 No. Energy meter. along with cable & Cable tray To receive, control and distribute electrical power at 440 V, 50 Hz, MCC is to be manufactured/assembled as per the latest ISI specification, Indian Electricity Rules, Including special requirements of concerned state electricity inspectorate. The switch board shall be fabricated out of 14 SWG sheet steel and shall be un cubical design. MCC of suitable rating to take care of full load of the sewage treatment plant including all motors and lighting. MCC shall be provided with the following feeders: Incoming Feeder : electronic digital energy meter suitable for full load Voltmeter with selector switch protected through HRC fuses ranging from 0 - 500 V. LED type indication for 3 phases, protected through HRC fuses. Outgoing Feeder : Motor feeder, 1 no. 3 phase and neutral MCCB of suitable capacity to be provided for lighting requirement of STP. Power Cables (LT) for use on 415 V system shall be of 1100 volt grade, Aluminium conductor, PVC insulated as per IS : 1554 (Part I). Motor upto 5 HP copper conductor cable should not be less than 2.5 sq mm of size to be used. CABLES: POLYCAB/FINOLEX/GLOSTER/KEI | 1 | Set | |
| 463 | 16.23 | Erection & Commissioning | 1 | Lot | |
| 464 | 16.24 | Supply, installation, testing & commissioning of non clogging sludge transfer pumps with all accessories, motor of required capacity, Pressure gauge on delivery line with control the level of EQT automatically. Pumps shall have following duty: Capcity - 5m3/Hr. Head - 10 mwc Motor HP/RPM- 1/2900 Make- Kirloskar/Lubi/CG Quantity- 1 No | 1 | Nos | |
| 465 | 16.25 | Supply, installation, testing & commissioning of non clogging Screw pump with all accessories, motor of required capacity, Pressure gauge on delivery line with control the level of SHT automatically. Pumps shall have following duty: Capcity - 0.5m3/Hr. Head - 10 mwc Motor HP/RPM- 1/2900 Make-ROTOMAC Quantity- 1 No | 1 | NO | |
| 466 | 16.26 | Supply, installation, testing & commissioning of non Sludge de-watering system Size: 12 x 12 Size x 17 nos of plate Make-PHARMATECH/WECOME/SACHIN Quantity- 1 No | 1 | NO | |
| 467 | 17 | INTERNAL ELECTRICAL WORK | |||
| 468 | 17.01 | INTERNAL WIRING. Recessed wiring to light point / first light of group control/ call bell point/ exhaust fan point /wall fan point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVC conduit with 6 Amp, 250 V clip in type Modular 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 FR 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/ L&T/ Anchor/ Havells/ V-Guard/ HPL) (Make of Modular Box-Great white/ Legrand / Roma/ Havells/ HPL/ Cona) Single light/fan/ex.f point controlled by one 6A switch or first light point or group control Group-C | 1364 | Nos. | |
| 469 | 17.02 | Recessed wiring to secondary light point looped from primary light point with 1.5sqmm FR PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVC conduit with 1.5sqmm FR PVC insulated single core multistrand copper conductor for running earth including 3 plate ISI marked Ceiling rose with all accessories & connection as per direction of Engineer in charge. (Make of wire-Finolex/ L&T/ Anchor/ Havells/ V-Guard/ HPL) | 238 | Nos. | |
| 470 | 17.03 | Recessed wiring to ceiling fan point including modular Stepped type regulator with 1.5sqmm FR PVC insulated single core multistrand copper conductor of ISI marked with 20mm dia non-metallic PVC conduit with 6Amp 250V Modular Switch, Base & Cover with 1.5sqmm FR 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/ L&T/ Anchor/ Havells/ V-Guard/ HPL) | 294 | Nos. | |
| 471 | 17.04 | Recessed wiring for 5 / 6 amp socket outlet on existing switch board with 6Amp, 250 V clip in type modular switch ISI marked mounted on G.I moular box with face plate & cover of suitable size including all accesories and connection as per direction of Engineer in Charge. | 189 | Nos. | |
| 472 | 17.05 | Recessed wiring for 5 / 6 amp socket outlet on separate board 250 V clip in type switch ISI marked mounted on G.I moular box with face plate & cover of suitable size , with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. | 71 | Nos. | |
| 473 | 17.06 | Recessed wiring for 2 x 6 amp socket outlet controlled by 2 nos 6Amp on separate board, 250 V clip in type switch ISI marked mounted on single G.I moular box with face plate & cover of suitable size including all accesories and connection as per direction of Engineer in Charge. | 4 | Nos. | |
| 474 | 17.07 | Recessed wiring for 6 pin 16 amp socket outlet with 16Amp, 250 V clip in type switch ISI marked mounted on G.I moular box with face plate & cover of suitable size including all accesories and connection as per direction of Engineer in Charge. | 152 | Nos. | |
| 475 | 17.08 | Recessed wiring for A.C socket outlet with 20/25A modular plug socket including all accesories and connection as per direction of Engineer in Charge. | 2 | Nos. | |
| 476 | 17.09 | Supplying and installation of 32A DP Switch for AC / Shops at Market Comlex & Art craft shops modular type of reputed make as approved suitable for 240V including all accesories and connection as per direction of Engineer in Charge. | 178 | Nos. | |
| 477 | 17.1 | Recessed wiring to submain in 2 x 1.5 sq.mm FR 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 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired.\n(For subsequent point of group control ) | 250 | Mtrs | |
| 478 | 17.11 | Recessed wiring to submain in 2 x 2.5 sq.mm FR 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 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired. (From BDB/ Shop DB's to Switch Board & 16A socket points ) | 910 | Mtrs | |
| 479 | 17.12 | Recessed wiring to submain in 2 x4.0 sq.mm FR 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 FR PVC insulated single core multistrand copper conductor as earth wire as equired. (From BDB to AC Outlets / 16A socket points & Shop DP Sw's ) | 4855 | Mtrs | |
| 480 | 17.13 | Recessed wiring to submain in 2 x 6 sq.mm FR 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 4.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired. (From FDB/DB's to BDB's) | 60 | Mtrs | |
| 481 | 17.14 | Recessed wiring to submain in 4 x 6 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 32 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 2 x 4.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired. (FDB/DB's to BDB-L's/BDB-P's) | 125 | Mtrs | |
| 482 | 17.15 | PANEL Supply , delivery ,Installation, testing & commissioning of L.T. indoor floor/ wall mounted type distribution boards made out of 2 mm/1.6mm thick CR sheet metal cubicle fixed on m.s. channel base, duly acid treated for derusting, primered and painted with 2 coats of enamel paint of approved shade; dust, damp & vermin proof ; having hinged door and compartmental arrangement for each equipment & busbar chamber on the top of the panel running horizontally; having provision for cable/ conduit entry, earthing studs as per specification mentioned below duly factory wired conforming to the relevant ISS and as per special conditions of contract making good the damages caused complete as per the direction of Engineer-in-charge.\n(make- L&T / Legrand / Schneider or equvalant reputed make) MDB - Market Complex (G+2) Incomer : 1 No 250A 3P+NL MCCB with ROM & spreader links with adjustable thermal settings Outgoing: 9 Nos 63A 3P+NL MCCB with ROM & spreader links 3 Nos, 6-32A 2P MCB 'C' Bus bars: 4 Nos. 250A Aluminium busbar. Instruments: 3 Nos phase indicating lamp with control fuses 1 set 250/5A CT's followed by 1 Nos Multifunctionmeter 1 Nos 0-500V AC digital voltmeter 4 nos 65kA VSD with 4 nos,32A 1P MCB at Main Incomer as per SLD | 1 | Set | |
| 483 | 17.16 | SDB - Amphitheatre & Art Craft Shops Incomer : 1 No 160A 3P+NL MCCB with ROM & spreader links with adjustable thermal settings Incomer : 1 No 40A 4P MCB 'C' O/L C/O Sw: 1No 200A On Load Change Over Switch Outgoing: 2 Nos 100A 3P+NL MCCB with ROM & spreader links 4 Nos, 32A 4P MCB 'C' 3 Nos, 6-32A 2P MCB 'C' Bus bars: 4 Nos. 200A Aluminium busbar. Instruments: 6 Nos phase indicating lamp with control fuses 1 set 200/5A CT's followed by 1 Nos Multifunctionmeter 1 No 0-500V AC digital voltmeter 4 nos 65kA VSD with 4 nos,32A 1P MCB at Main Incomer duly factory wired complete as per SLD | 1 | Set | |
| 484 | 17.17 | MDB - Amphitheatre & Art Craft Shops Incomer : 2 Nos 100A 3P+NL MCCB with ROM & spreader links with adjustable thermal settings O/L C/O Sw: 1No 125A On Load Change Over Switch Outgoing: 4 Nos,3ph 4wire 10-60A Energy meter each followed by 40A 4P MCB 'C' 1 Nos, 40A 4P MCB 'C' 2 Nos, 32A 4P MCB 'C' 3 Nos, 6-32A 2P MCB 'C' Bus bars: 4 Nos.25x5mm E C Strips Instruments: 6 Nos phase indicating lamp with control fuses 1 set 100/5A CT's followed by 1 Nos Digital Ammeter 1 Nos 0-500V AC digital voltmeter duly factory wired complete as per SLD | 1 | Set | |
| 485 | 17.18 | DG - PANEL (100 KVA) Incomer : 1 Nos 200A 4P MCCB with ROM & spreader links with adjustable thermal settings Outgoing: 2 Nos 63A 3P+NL MCCB with ROM & spreader links with adjustable thermal settings 2Nos, 40A 4P MCB 'C' 1 Nos, 32A 4P MCB 'C' 3 Nos, 6-32A 2P MCB 'C' Bus bars: 4 Nos.25x6mm E C Strips Instruments: 3 Nos phase indicating lamp with control fuses 1 Nos 0-500V AC digital voltmeter duly factory wired complete as per SLD | 1 | Set | |
| 486 | 17.19 | Metering Panel Market Complex-1 (GF/1F/2F) Incomer : 1 No 63A 3P+NL MCCB with ROM & spreader links with adjustable thermal settings Outgoing: 20 Nos,1ph 2wire 10-40A Energy meter each followed by 25A 2P MCB 'C' Bus bars: 4 Nos.20x3mm E C Strips Instruments: 3 Nos phase indicating lamp with control fuses 1 set 60/5A CT's followed by 1 Nos Digital Ammeter 1 Nos 0-500V AC digital voltmeter duly factory wired complete as per SLD | 3 | Set | |
| 487 | 17.2 | Metering Panel Market Complex-2 (GF/1F/2F) Incomer : 1 No 63A 3P+NL MCCB with ROM & spreader links with adjustable thermal settings Outgoing: 19 Nos,1ph 2wire 10-40A Energy meter each followed by 25A 2P MCB 'C' Bus bars: 4 Nos.20x3mm E C Strips Instruments: 3 Nos phase indicating lamp with control fuses 1 set 60/5A CT's followed by 1 Nos Digital Ammeter 1 Nos 0-500V AC digital voltmeter duly factory wired complete as per SLD | 3 | Set | |
| 488 | 17.21 | DB - Common Servies - Market Complex Incomer : 2 Nos 63A 3P+NL MCCB with ROM & spreader links with adjustable thermal settings O/L C/O Sw: 1No 100A On Load Change Over Switch Outgoing: 2 Nos,40A 4P MCB 'C' 2 Nos, 32A 4P MCB 'C' 9 Nos, 6-32A 2P MCB 'C' Instruments: 6 Nos phase indicating lamp with control fuses 2 Nos 0-500V AC digital voltmeter duly factory wired complete as per SLD | 1 | Set | |
| 489 | 17.22 | DB - Lift (Market Complex) Incomer: 1 Nos.40A 4P MCI Outgoing: 2 Nos 32A 4P RCBO with (300mA) sensitivity 1 Nos. 25-A 4P RCCB with 300mA sensitivity & 6 Nos. 6-32A 1P MCB as per SLD. Bus bars: 4 Nos.40A E.C. Strips Instruments: 3 Nos phase indicating lamp with control fuses 1 Nos 0-500V AC digital voltmeter duly factory wired complete as per SLD | 1 | Set | |
| 490 | 17.23 | DB-1 ( Zone-1 / 2) Art Craft Shops Incomer : 1 No 40A 4P MCB 'C' Outgoing: 18 Nos, 25A 1P MCB 'C' Bus bars: 4 Nos.20x3mm E C Strips Instruments: 3 Nos phase indicating lamp with control fuses 1 Nos 0-500V AC digital voltmeter duly factory wired complete as per SLD | 2 | Set | |
| 491 | 17.24 | DB-2 ( Zone-1 / 2) Art Craft Shops Incomer : 1 No 40A 4P MCB 'C' Outgoing: 21 Nos, 25A 1P MCB 'C' Bus bars: 4 Nos.20x3mm E C Strips Instruments: 3 Nos phase indicating lamp with control fuses 1 Nos 0-500V AC digital voltmeter duly factory wired complete as per SLD | 2 | Set | |
| 492 | 17.25 | DISTRIBUTION BOARD Supplying and fixing of following mentioned way, three pole/single pole and neutral, sheet steel,double door MCB distribution board, 415 volts/240 volts, on surface/recess, complete with terminal blocks, duly prewired with suitable size FR PVC insulated copper conducter up to terminal blocks, tinned copper busbar, neutral busbar, earth bar, din bar. Legrand/Hager/Siemens/Schneider make, or any other equivalent of reputed make ISI marked as approved. Supply, fixing, erecting, connecting and commissioning of indoor type dust and vermin proof, sheet steel clad ready made, double door horizontal type powder coated wall mounted following sizes, SPN, MCB, DB siutable for, 240 V, Single phase 50 Hz AC Supply complete with bottom detachable plate for interconnections etc as below.(Legrand/L&T/ Schneider) . (But without MCB/RCCB/ Isolator) 12 Way Double Door, Horizontal type | 6 | Nos. | |
| 493 | 17.26 | 16 Way Double Door, Horizontal type ( BDB Stage ) | 1 | Nos. | |
| 494 | 17.27 | Supply, fixing, erecting, connecting and commissioning of indoor type dust and vermin proof, sheet steel clad ready made, double door horizontal type powder coated wall mounted following sizes TPN , MCB DB suitable for 415 V, 3phase, 50 Hz AC Supply complete with bottom detachable plate for interconnections etc as below.(But without MCB/ RCCB/ ISOLATOR) (Legrand/L&T/ Schneider) .\n 4 Way (4 + 12) Double Door, Horizontal type\n( Amph -2 (Lower),Amph -1 (Upper) | 2 | Nos. | |
| 495 | 17.28 | Supply and fixing of 6 amp to 32 amp rating 240 V \"C\" series miniature circuit breaker suitable for inductive loads of the following poles in the existing MCB DB ISI marked complete with connections testing and commissioning etc. as required. 6Amp rating to 32Amp (SP) MCB | 84 | Nos. | |
| 496 | 17.29 | Supplying and fixing 25-63 Amps rating, DP, 240 volts, RCCB,100mA (L&T / Legrand/ Siemens /Schneider) make or any other reputed equivalent catagories make ISI marked as approved in the existing MCB DB complete with connections, testing and commissioning etc. as required. 25Amp DP RCCB | 6 | Nos. | |
| 497 | 17.3 | Supplying and fixing 25-63 Amps rating, FP, 415 volts, RCCB,100mA (L&T / Legrand/ Siemens /Schneider) make or any other reputed equivalent catagories make ISI marked as approved in the existing MCB DB complete with connections, testing and commissioning etc. as required. 25Amp FP RCCB | 3 | Nos. | |
| 498 | 17.31 | CABLE Supply of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade Al. / Cu conductor cable of following sizes direct in ground /wall surface / on existing cable tray/ trench as required.\n( Polycab / Finolex / Havells / Rhino / RR Kabel ) 3.5C x 50 sq.mm | 513 | Rmt | |
| 499 | 17.32 | 3.5C x 25 sq.mm | 10 | Rmt | |
| 500 | 17.33 | 4C x 16 sq.mm | 80 | Rmt | |
| 501 | 17.34 | 4C x 10 sq.mm | 410 | Rmt | |
| 502 | 17.35 | 4C x 6sqmm AL Cable | 25 | Rmt | |
| 503 | 17.36 | Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum cable of 1.1 KV as required. 3.5C x 50 sq.mm | 14 | set | |
| 504 | 17.37 | 3.5C x 25 sq.mm | 2 | set | |
| 505 | 17.38 | 4C x 16 sq.mm | 2 | set | |
| 506 | 17.39 | 4C x 10 sq.mm | 2 | set | |
| 507 | 17.4 | 4C x 6sqmm AL Cable | 2 | set | |
| 508 | 17.41 | Laying and fixing of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of following sizes on LAYING OF CABLE ON SURFACE as required. not exceeding 25 sq.mm | 262 | Rmt | |
| 509 | 17.42 | exceeding 25 sq.mm and up to 120 sq.mm | 63 | Rmt | |
| 510 | 17.43 | Laying and fixing of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of following sizes on LAYING OF CABLE ON GROUND WITH SAND AND PROTECTIVE COVERING as required. not exceeding 25 sq.mm | 25 | Rmt | |
| 511 | 17.44 | exceeding 25 sq.mm and up to 120 sq.mm | 450 | Rmt | |
| 512 | 17.45 | Laying and fixing of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of following sizes on LAYING OF CABLE IN EXISTING PIPE in the existing PVC/GI/RCC/HUME/STONEWARE/METAL pipe as required.as required. not exceeding 25 sq.mm | 238 | Rmt | |
| 513 | 17.46 | FITTINGS & FIXTURE Supply, Installation, Testing and Commissioning of pre-wired fluorescent fiiting / compact fluorescent fitting /LED fitting of all sizes complete with all accessories and lamp etc. directly on ceiling /wall or recessed in false ceiling , including connection with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor and earthing as required.(Make-Philips/ Bajaj/ Havells/ Crompton) 1x9 watt LED lamp of Ujalla Scheme ( Energy Efficiency Services Ltd - EESL ) on existing Angle/batten holder | 2 | Nos | |
| 514 | 17.47 | 1x10 watt Bulk Head LED fitting (IP65) with all connections similar to Jaquar lighting item No LBLK01X010XC or equivalent | 203 | Nos | |
| 515 | 17.48 | 1x10 watt Step / Foot Light LED type fitting with all connections similar to Jaquar lighting item No LBRK025105XW or equivalent | 107 | Nos | |
| 516 | 17.49 | 1 x 15W LED Surface fitting with all connections similar to Jaquar lighting item No LZET03R015XC or equivalent | 206 | Nos | |
| 517 | 17.5 | 2x4W LED fitting suitable for use as Mirror light with all connections similar to Jaquar lighting item No KWB-CHR-MB12021172A or equivalent | 36 | Nos | |
| 518 | 17.51 | High Bay LED fitting with all connections similar to Jaquar lighting item No LHBL090070GW or equivalent | 18 | Nos | |
| 519 | 17.52 | 1x20W LED TL fitting with all connections similar to Jaquar lighting item No LGLZ01X020XN or equivalent | 710 | Nos | |
| 520 | 17.53 | LED strips as Cove Light (5Mtrs) fitting with driver including all connections similar to Jaquar lighting item No LSTP03X005XW or equivalent | 50 | Nos | |
| 521 | 17.54 | Supply, Installation, Testing and Commissioning of BEE 5 star rated ceiling fan 1200mm sweep, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq.mm FR PVC insulated single core multiatrand copper conductor etc. as required. | 69 | Nos | |
| 522 | 17.55 | Supply, Installation, Testing and Commissioning of BEE 5 star rated ceiling fan 1400mm sweep, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq.mm FR PVC insulated single core multiatrand copper conductor etc. as required. | 225 | Nos | |
| 523 | 17.56 | Supply, Installation, testing and commissioning of exhaust fan of 225 mm sweep 900 rpm in the existing opening, including making the hole to suit the size of the above fan, making good the damage complete, connection, etc as required. | 36 | Set | |
| 524 | 17.57 | Supply, Installation, testing and commissioning of exhaust fan of 300 mm sweep 900 rpm in the existing opening, including making the hole to suit the size of the above fan, making good the damage complete, connection, etc as required. | 20 | Set | |
| 525 | 17.58 | Providing and fixing extra down rod of 50 cm length G.I. pipe 20 mm dia heavy gauge including painting etc as required . ( more than 5 cm lenght shall be rounded to the nearest 10 cm and 5 cm or less shall be ignored | 294 | Nos | |
| 526 | 17.59 | Numbering ceiling fan / exhaust fan / fluorescent fittings as required | 350 | Nos | |
| 527 | 17.6 | TV /TEL & DATA Supplying and fixing of clip in type modular Telephone socket ISI marked mounted on G.I modular box with face plate & cover of suitable size ,including all accesories and connection as per direction of Engineer in Charge. | 1 | Nos | |
| 528 | 17.61 | Supplying and fixing of clip in type modular T.V. antenna socket ISI marked on mounted on G.I modular box with face plate & cover of suitable size , including all accesories and connection as per direction of Engineer in Charge. | 1 | Nos | |
| 529 | 17.62 | Supplying and drawing 4 pair, 0.5 sq.mm FR PVC insulated coper conductor, unarmoured telephone cable in existing surface / recessed PVC conduit as required. | 30 | Rmt | |
| 530 | 17.63 | Recessed wiring to television point with cable RG-6 grade, 0.7 mm solid copper conductor PE insulated shielded with fine tined copper braid and protected with FR PVC sheath in in existing surface / recessed PVC conduit as required as per direction of Engineer in Charge. | 30 | Rmt | |
| 531 | 17.64 | Supplying and fixing of following sizes PVC conduit along with accessories in recessed wiring including cutting the wall and making good the same in case of recessed conduit as required. 20mm | 150 | Rmt | |
| 532 | 17.65 | Supplying and fixing of 16 / 18 SWG metal box of 200 mm x 150 mm x 60 mm deep on surface / recess with suitable size of phenolic laminated sheet cover in front including cutting the wall and making good the same in case of recessed conduit as required.\n( Tel junction Box) | 1 | Nos | |
| 533 | 17.66 | Supplying & Commissioning of Telephone Hand Set. | 1 | Nos | |
| 534 | 17.67 | Supplying & installation of 10 pair KRONE make moudles with locking & key arrangements fabricated with MS sheet & powder coated to be fixed on concealed manner incl. good the damages. | 1 | set | |
| 535 | 17.68 | EARTHING Earthing with copper earth plate 600 mm x 600mm x 3.15 mm thick ISI marked including accessories and providing masonary with cover plate having loccking arrangement and watering pipe etc with charcoal and salt as required. | 8 | Set | |
| 536 | 17.69 | Supplying and laying 25 mm x 6 mm CU earth strip ISI marked at 0.5 meter below ground level as strip earth electrode including soldering etc. as required. | 45 | Rmt | |
| 537 | 17.7 | Supplying and laying 25 mm x 5 mm CU earth strip ISI marked on surface or in recess for connection etc as required. | 50 | Rmt | |
| 538 | 17.71 | Supply of material & laying under ground/ floor/ wall including making end termination and testing of following size of Cu/G.I. wire for loop earthing of equipments, switch boards & panels as required comlete as per direction of Engineer-in-charge . 8SWG HDBC Wire on surface or in recess for loop earthing as required. | 75 | Rmt | |
| 539 | 17.72 | 8 swg G.I wire on surface or in recess for loop earthing as required. | 80 | Rmt | |
| 540 | 17.73 | BUILDING LIGHTNING PROTECTION Earthing with G.I earth pipe 3 meter long 40 mm dia ISI marked including accessories and providing masonary enclosure with cover plate having locking arrangment and watering pipe etc with charcoal and salt as required | 24 | Set | |
| 541 | 17.74 | Providing and fixing of lightning conductor finial made of 25mm dia 300 mm long, G.I tube,having single prong at top,with 85mm dia 6 mm thick G.I base plate including holes etc. complete as required | 42 | Set | |
| 542 | 17.75 | Providing and fixing of G.I. tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. \n(For horizontal run) | 805 | Rmt | |
| 543 | 17.76 | Providing and fixing of G.I. tape 20 mm x 3 mm thick on parapet or surface of wall for lightning conductor complete as required. \n(For vertical run) | 630 | Rmt | |
| 544 | 17.77 | Fixing of copper / G.I tape 20 mm x 3 mm thick on parapet or suface of wall for lightining conductor complete as required. ( For horizontal run) | 805 | Rmt | |
| 545 | 17.78 | Fixing of copper / G.I tape 20 mm x 3 mm thick on parapet or suface of wall for lightining conductor complete as required. ( For vertical run) | 630 | Rmt | |
| 546 | 17.79 | Providing and fixing of testing joint, made of 20 mm x 3 mm thick G.I. strip, 125 long with 4 nos of G.I. bolts, check nuts and spring washer etc complete as required. | 24 | Set | |
| 547 | 17.8 | Providing and laying of G.I. tape 32 mm x 6 mm from earth electrode directly in ground as required. | 520 | Rmt | |
| 548 | 17.81 | Laying of copper / G.I. tape 32 mm x 6 mm from earth electrode directly in ground as required. | 520 | Rmt | |
| 549 | 17.82 | SAFETY EQUIPMENTS Supply and installation of Rubber Mats 12mm thick of size 2000mm x 1000mm x 12 mm thick Electrical tested with test certificate. | 3 | Nos | |
| 550 | 17.83 | Supply and fixing of Co2 fire extinguisher with mounting clamps with pressure test certificate . | 6 | Nos | |
| 551 | 17.84 | Supply and fixing of shock treatement charts duly laminated along with separate colour single line diagram laminated, to be fixed in Electrical control panel room. | 3 | sets | |
| 552 | 17.85 | Warning signs 415 V for Main LT panel rooms, Electrical rooms etc. | 4 | sets | |
| 553 | 17.86 | Providing and fixing M.V danger board of 250 mm x 200 mm made mild steel at least 2 mm thick and vitreous enameled white on both sides and with inscription in single red colours on front side as required. | 3 | sets | |
| 554 | 18 | EXTERNAL ELECTRIFICATION | |||
| 555 | 18.01 | 11KV OH Line & SUB STATION WITH 250KVA TRANSFORMER Supply of all materials, labour and construction of 11-KV overhead line from tapping point of SOUTHCO with 10.0 metre long 200mmx100mm Joist pole ( 200 ISMB) , 55-sqmm AAAC conductor complete with required insulators, cross arms, stays, struts, guarding complete as per site requirement and direction of Engineer-in-charge. | 0.5 | Km | |
| 556 | 18.02 | SUB STATION WITH 250KVA TRANSFORMER Supply, installation testing and Commissioning of 11/0.4KV Sub station DP structure made out of 10.0 metre long ISMB 200 joist pole with 400 x 400 x 6mm base plate & one set of 11-KV 400 Amp horizontal gang operated A.B. switch ,11KV 400 Amp horn gap fuse ,3nos. 12KV lightning arrestors etc complete with associated structural members made out of fabricated m.s. channels, angles etc as per the approved drawing including cost of clamp, nut bolts, painting with 2 coats of red oxide primer & 2 coats of aluminium paint including excavation of pole pit in all kinds of soil, PCC base padding, back filling of the pit with 1:3:6 PCC, painting with two coats of redoxide primer & two coats of aluminium paint, construction of brick masonary couping, fixing of danger board etc complete as required including fencing around the DP Sructure with M.S grille | 1 | L S | |
| 557 | 18.03 | Supply & delivery of energy efficient low loss 250-KVA, 11/0.415 KV Copper wound ONAN Dyn-11 transformer complete including first filling of transformer oil. | 1 | Set | |
| 558 | 18.04 | Installation, testing and commissioning of energy efficient low loss 250-KVA, 11/0.415 KV Copper wound ONAN Dyn-11 transformer complete including first filling of transformer oil. | 1 | L.S | |
| 559 | 18.05 | Substation yard devlopment including barbared wire fencing,T/R plingth ,M.S grille,& spreading of Hard granite metal,sand etc as required. | 1 | Lot | |
| 560 | 18.06 | D.G. SET Supply & delivery of following sizes silent DG sets along with engine-alternator, Control panel equired protections and metering arrangement (in tamper proof compartment with locking arrangement) with 5-A digital KWH meter & CTs for DG set, etc as required , acoustic enclosure, diesel tank, residential silencer and complete as required as per the technical specification and as per direction of Engineer-in-charge. 100-KVA silent DG set | 1 | Set | |
| 561 | 18.07 | 35-KVA silent DG set | 1 | Set | |
| 562 | 18.08 | Installation, testing and commissioning of following sizes silent DG set complete as required as per the technical specification and as per direction of Engineer-in-charge. 100-KVA silent DG set | 1 | LS | |
| 563 | 18.09 | 35-KVA silent DG set | 1 | LS | |
| 564 | 18.1 | PANELS Supply, installation and testing of L.T. outdoor/ indoor floor mounted type distribution boards made out of 2mm thick CR sheet metal cubicle, duly acid treated for derusting, primered and painted with 2 coats of enamel paint of approved shade; dust, damp & vermin proved; having hinged door and compartmental arrangement for each equipment & busbar chamber on the top of the panel running horizontally; having provision for cable/ conduit entry, earthing studs as per specification mentioned below duly factory wired conforming to the relevant ISS and as per special conditions of contract making good the damages caused complete as per the direction of Engineer-in-charge. Outdoor Sub Station Panel Incomer: 1 Nos.400A 3P+NL MCCB ROM & spreader links Outgoing: 2 Nos 250A 3P+NL MCCB with ROM & spreader links with adjustable thermal settings 3Nos 160A 3P+NL MCCB with ROM & spreader links with adjustable thermal settings 1 Nos 100A 3P MCCB with ROM & spreader links Bus bars: 4 Nos. 400A Aluminium busbar. Instruments: 3 Nos phase indicating lamp with control fuses 1 No 0-500V AC digital voltmeter duly facory wired complete as per SLD | 1 | Set | |
| 565 | 18.11 | TP Meter Box of 100 KVA DG set 1 No 3 phase 4 wire 5amp CT operated digital KWH meter in tamper proof enclosure with locking and sealing arrangement along with suitable bus bar arrangement,for mounting of C.T's & 200/5-A CTs, cable termination arrangement complete as required \n | 1 | Set | |
| 566 | 18.12 | TP Meter Box of 35 KVA DG set 1 No 3 phase 4 wire 5amp CT operated digital KWH meter in tamper proof enclosure with locking and sealing arrangement along with suitable bus bar arrangement,for mounting of C.T's & 80/5-A CTs, cable termination arrangement complete as required \n | 1 | Set | |
| 567 | 18.13 | CABLES Supply, laying & testing of following sizes XLPE insulated, PVC sheathed, strip/ wire armoured aluminium conductor power cable of 1100 volt grade laid directly in ground/ on surface of wall/ column/ existing RCC/ stone ware/ through G.I. pipe/ hume pipe as the case may be including excavation of earth in all kinds of soil & rock, sand cushioning, protective covering, refilling the trench with sand and brick covering but excluding the cost of G. I. pipe/ hume pipe and cable end termination complete with making good the damages caused as required and as per direction of Engineer-in-charge. 3 1/2 core x 300 sqmm ( Tr to S/S panel ) | 45 | Metre | |
| 568 | 18.14 | 3 1/2 core x 185 sqmm \n( S/S panel to Main panel Market Complex) | 45 | Metre | |
| 569 | 18.15 | 3 1/2 core x 120 sqmm \n(S/S panel to Main Panel Amphitheatre ) | 205 | Metre | |
| 570 | 18.16 | 3 1/2 core x 95 sqmm \n(100KVA DG panel to SDB- Amphitheatre ) | 65 | Metre | |
| 571 | 18.17 | 3 1/2 core x 50 sqmm \n(DG panel to MDB- Art craft Shops ) | 105 | Metre | |
| 572 | 18.18 | 3 1/2 core x 35 sqmm \n(35KVA DG panel to CS ) | 38 | Metre | |
| 573 | 18.19 | 4 core x 16 sqmm | 100 | Metre | |
| 574 | 18.2 | Supply of materials and end termination of following cables including supply of single compression brass cable glands, cable sockets etc complete as required and as per direction of Engineer-in-charge. 3 1/2 core x 300 sqmm | 2 | Nos. | |
| 575 | 18.21 | 3 1/2 core x 185 sqmm | 2 | Nos. | |
| 576 | 18.22 | 3 1/2 core x 120 sqmm | 2 | Nos. | |
| 577 | 18.23 | 3 1/2 core x 95 sqmm | 4 | Nos. | |
| 578 | 18.24 | 3 1/2 core x 50 sqmm | 4 | Nos. | |
| 579 | 18.25 | 3 1/2 core x 35 sqmm | 4 | Nos. | |
| 580 | 18.26 | 4 core x 16 sqmm | 6 | Nos. | |
| 581 | 18.27 | Construction of Man hole chamber for cable pulling / crossing of size [600mm(W) x 600mm(D)] complete including with suitable size of Hume pipe, base foundation with C.C 1:3:6, 250mm brick walls, filling the inside area with sand, removable RCC slab for chambers with C.C 1:2:4 on the top, wall and top plastering etc complete as required | 5 | Nos | |
| 582 | 18.28 | Providing , laying and fixing of of 100mm dia PVC Pipe (8kg/psi) along with G.I /PVC accessories in ground for road crossing including trenching (450mm) and refilling as required. | 155 | Mtrs | |
| 583 | 18.29 | Providing , laying and fixing of of 150mm dia PVC Pipe (8kg/psi) along with G.I /PVC accessories in ground for road crossing including trenching (450mm) and refilling as required. | 65 | Mtrs | |
| 584 | 18.3 | EARTHING Earthing with copper earth plate 600 mm x 600mm x 3.15 mm thick ISI marked including accessories and providing masonary with cover plate having loccking arrangement and watering pipe etc with charcoal and salt as required. | 4 | No | |
| 585 | 18.31 | Supplying and laying 25 mm x 6 mm CU earth strip ISI marked at 0.5 meter below ground level as strip earth electrode including soldering etc. as required. | 25 | Rmt | |
| 586 | 18.32 | Supplying and laying 25 mm x 5 mm CU earth strip ISI marked on surface or in recess for connection etc as required. | 50 | Rmt | |
| 587 | 18.33 | Earthing with G.I earth pipe 3 meter long 40 mm dia ISI marked including accessories and providing masonary enclosure with cover plate having locking arrangment and watering pipe etc with charcoal and salt as required | 5 | Set | |
| 588 | 18.34 | Supplying and laying 25 mm x 6 mm G.I earth strip ISI marked at 0.5 meter below ground level as strip earth electrode including soldering etc. as required. | 50 | Rmt | |
| 589 | 18.35 | Supplying and laying 25 mm x 5 mm G.I earth strip ISI marked on surface or in recess for connection etc as required. | 125 | Rmt | |
| 590 | 18.36 | Providing and fixing 6 SWG G.I. wire on surface or in recess for loop earthing as required. | 50 | Rmt | |
| 591 | 18.37 | Supply of material & laying under ground/ floor/ wall including making end termination and testing of following size of Cu/G.I. wire for loop earthing of equipments, switch boards & panels as required comlete as per direction of Engineer-in-charge. 8SWG HDBC Wire on surface or in recess for loop earthing as required. | 40 | Mtr | |
| 592 | 18.38 | 8 swg G.I wire on surface or in recess for loop earthing as required. | 50 | Metre | |
| 593 | 18.39 | EXTERNAL LIGHTING Supply and erection of 7M long G.I.octagonal pole complete with RCC foundation, required G.I base plate , single-arm of ERW galvanised pipe 30mm - 1M length, providing GI pipes for cable entry junction box with prewired 6 Amp SP MCB, loop-in -loop-out , terminal block, wiring with copper wire upto the fitting etc. complete as required | 15 | Nos | |
| 594 | 18.4 | Supply, fixing & termination of Outdoor Street Light LED Luminaire with 60w LED Lamp ( with external SPD 10kV) similar to Jaquar Item No LSTR01S060XC or equivalent to / Philips / Crompton / Wipro Make complete and interconnections with 3Cx1.5sqmm FRLS PVC insulated cable. | 15 | Nos | |
| 595 | 18.41 | Supply, fixing & termination of Outdoor Decorative Post Top Latern LED with suitable size decorative MS Pole of 2.7 mete and properly grouted wall complete as required similar to \" Orbiss \" similar to Jaquar Item No LGTP01X012XW or equivalent to / Philips / Crompton / Wipro make complete and interconnections with 3Cx1.5sqmm FRLS PVC insulated cable. | 125 | Nos | |
| 596 | 18.42 | Supply, fixing & termination of Outdoor Bollard LED fitting complete as required similar to \" Elmux \" similar to Jaquar Item No LBLD05R601XW or equivalent to / Philips / Crompton / Wipro make and interconnections with 3Cx1.5sqmm FRLS PVC insulated cable. | 64 | Nos | |
| 597 | 18.43 | Supply , fixing & termination of 28watt LED Gate post top lantern fitting complete with cover, GI pipe bracket, necessary wiring from loop-in-box with 3Cx1.5 sqmm copper wires inside PVC pipes etc complete as required with all materials similar to \"Vexcel\" Jaquar Item No LGTP04X028XW or equivalent to / Philips / Crompton / Wipro make complete as required. | 4 | Nos | |
| 598 | 18.44 | Supply , fixing & termination of LED outdoor type strips (5Mtrs) fitting with driver including all connections similar to Jaquar lighyting item No LSTP04X015XM or equivalent | 50 | Nos | |
| 599 | 18.45 | \"Wall Washer\" LED type fitting with all connections similar to Jaquar lighting item No 4651LL5X2H.NHG or equivalent | 20 | Nos | |
| 600 | 18.46 | 1 x 5w Surface light (IP66) fitting with all connections similar to Jaquar lighting item No 4183LL5H.BRZ or equivalent | 10 | Nos | |
| 601 | 18.47 | 1 x 8w Pojected light (IP68) fitting with all connections similar to Jaquar lighting item No LSPK68R108SW or equivalent | 15 | Nos | |
| 602 | 18.48 | Cabling Work Supply, Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of 4Cx16 Sqmm on ground including excavation , sand cushining protective covering and refilling the trench etc. as required.as required. | 25 | Rmt | |
| 603 | 18.49 | Laying of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of follwing sizes cable in m direct in ground / existing PVC pipe / GI Pipe / HDPE pipes etc including excavation , sand cushining protective covering and refilling the trench etc. as required. 3C x 4 sq.mm | 250 | Rmt | |
| 604 | 18.5 | 3C x 2.5 sq.mm | 1500 | Rmt | |
| 605 | 18.51 | Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum cable of 1.1 KV as required. 4C x 16 sq.mm | 4 | set | |
| 606 | 18.52 | 3C x 4 sq.mm | 48 | set | |
| 607 | 18.53 | 3C x 2.5 sq.mm | 125 | set | |
| 608 | 18.54 | Providing , laying and fixing of of 50mm dia G.I pipe (Medium Class) along with G.I accessories in ground for road crossing including trenching (75cm)and refilling as required. | 12 | Mtrs | |
| 609 | 18.55 | Panel Supply, installation,testing & commissioning of floor mounting front operated front access extensible type cubicle panel totally enclosed, dust and vermin proof with IP-42 /55 protection with hinged and lock-abale doors. C R C A sheets including inter conne-ctions,tinned copper crimping lugs, bonding to earthand painting suitable for use at 415 V, 3phase 4 wire 50 Hz system, and to withstand a fault level of 25KA symmetrical for 1 sec at 415 V complete as per specifications, as required and as below : All switchboards shall have provision for entry of cables from the bottom as required. All live accessible parts shall be shrouded and all equipment shall be finger touch proof. The bus bars shall be insulated with heat shrinkable sleeves.SMC/DMC shrouds and busbar supports shall be used with Indication lamp, Voltmeter, Ammeter ,Selector switches and control fuse etc. complete. External Lighting Panel Incoming: 1 No 40-A 4P MCB type isolator followed by 1 No 40-A 3P AC3 duty power contactor. 1 No 24 hour daily dial type time switch 1 No Bypass toggle switch Instruments : 1 No 0-500 volt voltmeter with selector switch & control fuse Outgoing: 6 Nos. 10A 1P MCB 'C' as per SLD. | 2 | Set | |
| 610 | 18.56 | Earthing Earthing with G.I earth pipe 3 meter long 50 mm dia including accessories and providing masonary enclosure with cover plate having locking arrangment and watering pipe etc with charcoal and salt as required | 4 | set | |
| 611 | 18.57 | Providing and fixing 6swg G.I wire on surface or in recess for looping as required . | 750 | Rmt | |
| 612 | 18.58 | Supply, delivery & installation of GI coil earthing made out of 8 swg GI wire closely wound in shape of a helical coil of 50mm diameter with 115 numbers of turns including excavation of earthpit of size 800x 800x 1500mm in all kinds of soil, back filling the excavated pit with alternate layers of salt, charcoal around the coil with a diameter of 300mm upto 1000mm and balance by good quality soil, end termination complete as required. | 140 | Nos | |
| 613 | 18.59 | SAFETY EQUIPMENTS Supply and installation of Rubber Mats 12mm thick of size 2000mm x 1000mm x 12 mm thick Electrical tested with test certificate. | 2 | Nos | |
| 614 | 18.6 | Supply and installation of 3 Nos. fire buskets on a mild steel stand complete as per specification and requirement of fire safety provisions. | 2 | Set | |
| 615 | 18.61 | Supply & installation of 5-Kg capacity ABC powder type fire extinguisher complete as required with pressure test certificate . | 3 | Set | |
| 616 | 18.62 | Supply and fixing of shock treatement charts duly laminated along with separate colour single line diagram laminated, to be fixed in Electrical control panel room. | 1 | sets | |
| 617 | 18.63 | Supply of HT hand gloves | 1 | Pair | |
| 618 | 18.64 | Supply of discharge rod with insulated handle and 20m long 2.5-sqmm PVC insulated copper wire extension complete | 1 | Set | |
| 619 | 18.65 | Supply and installation of 440-volt danger boards | 2 | Nos. | |
| 620 | 18.66 | DEPOSITS TO BE MADE Deposit with Govt. Treasury towards drawing approvals and electrical inspection | 1 | LS | |
| 621 | 18.67 | Expenditure towards liasoning with Electrical Inspectorate for inspection of transformer, electrical installation & D.G. set | 1 | LS | |
| 622 | 18.68 | Deposit to be made with SOUTHCO towards 6% supervision charges | 1 | LS | |
| 623 | 18.69 | Security deposit for loads | 1 | LS | |
| 624 | 18.7 | Liasoning with SOUTHCO for obtaining permission & execution of agreement | 1 | LS | |
| 625 | 19 | SOLAR SYSTEM | |||
| 626 | 19.01 | Supply of 20Kwp Solar Power Plant Design, supply, Installation & Commissioning of 20 KWP (10 KWP X 2 Nos ) Solar Hybrid Photo-Volatic (BEL/GECC make) Solar power plant(SPP) with necessary Mono/Poly crystalline SPV module, Battery Bank, Mountig structure & other accessiries (for single phase operation) for periphery outer load & lighting load of Utkalika Building. | 20 | Nos. | |
| 627 | 19.02 | Installation and commissioning of 20Kwp Solar Power Plant | 1 | Nos. | |
| 628 | 20 | CCTV | |||
| 629 | 20.01 | SUPPLY & EQUIPMENTS. 2MP IR Bullet Network Camera Up to 2 megapixel high resolution, Full HD1080p video , Dual stream, 4mm/6mm fixed lens, 120dB Wide Dynamic Range, 3D Digital Noise Reduction, Backlight Compensation, DC12V & PoE, Support H.264+, Up to 30m IR range, 3-axis adjustment, IP67 weather-proof protection, Metallic housing & bracket | 34 | Nos | |
| 630 | 20.02 | HIKVISION DS-2CD2125FHWD-I(S) 2 MP IR Fixed Network Dome Camera Up to 2 megapixel high resolution, Max. 1920 × 1080 @60fps, 2.8 mm/4 mm/6 mm/8 mm/12 mm fixed lens, optional, Powered by Darkfighter, H.265, H.265+, H.264+, H.264, 120dB Wide Dynamic Range, 3D Digital Noise Reduction DC12V & PoE (802.3af), IR range: up to 30 m, Support on-board storage, up to 128 GB, IP67, IK10 | 22 | Nos | |
| 631 | 20.03 | HIKVISION NVR-216MH-C/16P HD Input H.265+/H.265/H.264/H.264+ video formats, Connectable to the third-party network cameras, Up to 16 IP cameras can be connected, Recording at up to 8 MP, resolution, Supports live view, storage, and playback of the connected camera at up to 8 MP resolution, HD Output, HDMI and VGA independent outputs , 2 SATA interfaces connectable for recording and backup, HDMI Video output at up to 4K (3840 × 2160) resolution, H.265+ compression effectively reduces the storage space and costs by up to 75%, Smart search forthe selected area in the video; and smart playback to improve the playback efficiency | 4 | Nos | |
| 632 | 20.04 | SEAGATE 4 TB SURVELIANCE HARD DISK Performance 7200 RPM | 4 | Nos | |
| 633 | 20.05 | HIKVISION 16PORT PoE DS-3E0318P-E(B) 16 × 100 Mbps PoE ports, and 2 × 1000 Mbps combos. IEEE 802.3at/af standard., ? IEEE 802.3, IEEE 802.3u and IEEE 802.3x standard., ? High priority ports., ? 8-core power supply., ? Wire-speed forwarding and non-blocking design.? Upstream port link aggregation., Up to 250 m transmission distance., ? 6 KV surge protection PoE ports., ? PoE power management., ? 100 Mbps network access., ? Store-and-forward switching., ? Solid high-strength metal shell. | 4 | Nos | |
| 634 | 20.06 | CAT6 UTP 23AWG Solid:305M Supply Installation Testing & Commissioning of CAT6 UTP Cable supports Gigabit Ethernet (1000 Base-T) standard. Operates at a bandwidth up to 250 Mhz. This cable well exceeds the requirements of TIA/EIA-568.C.2 Category 6 ISO/IEC Class E on field with all required accessorise material | 2750 | meter | |
| 635 | 20.07 | 43\" LG Full HD LED TV Picture Mastering Engine, Improve any image with Resolution Upscaler, Virtual Surround Sound, USB Connectivity, Built-in Games | 1 | Nos | |
| 636 | 20.08 | DLINK 4U NETWORK RACK Rack Standard : Conforms to DIN 41494 or equivalent standard, Construction : Welded, Front Door : Lockable Toughened Glass Door, Basic Frame : Steel, Equipment Mounting : DIN Standard Slots, Mounting Angle : 19” Mounting angles made of formed steel, Standard Finish : Powder Coated, Top and Bottom Cover : Welded to Frame, Vented and Field Cable entry exit cut outs, Standard Color : Grey or Black, Static Load : 25 kgs. Supply with Installation. | 4 | Nos | |
| 637 | 20.09 | PVC CONDUIT Pvc conduit as required along with the accessorises | 2750 | Meter | |
| 638 | 20.1 | Installation & Commissioning Charges | 1 | JOB | |
| 639 | 21 | WELCOME GATE .ELECTRICAL. | |||
| 640 | 21.01 | POINT WIRING. Recessed wiring to light point / first light of group control/ call bell point/ exhaust fan point /wall fan point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked in 20 mm dia non-metalic PVC conduit 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 FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. | 5 | Nos. | |
| 641 | 21.02 | Recessed wiring for 5 / 6 amp socket outlet with 6Amp, 250 V clip in type modular switch ISI marked mounted on G.I moular box with face plate & cover of suitable size including all accesories and connection on same switch board as per direction of Engineer in Charge. | 1 | Nos. | |
| 642 | 21.03 | Recessed wiring for 2 x 6 amp socket outlet controlled by 2 nos 6Amp, 250 V clip in type switch ISI marked mounted on single G.I moular box with face plate & cover of suitable size including all accesories and connection on separate board as per direction of Engineer in Charge. | 1 | Nos. | |
| 643 | 21.04 | Recessed wiring for 6 pin 16 amp socket outlet with 5Amp, 250 V clip in type switch ISI marked mounted on G.I moular box with face plate & cover of suitable size , with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. | 1 | Nos. | |
| 644 | 21.05 | SUBMAIN & CIRCUIT WIRING. Recessed wiring to submain in 4 x 10 sq.mm FR 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 FR PVC insulated single core multistrand copper conductor as earth wire as equired.(For P+AC DB) | 15 | Mtrs | |
| 645 | 21.06 | Recessed wiring to submain in 4 x 6sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 32 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 2 x 4.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired.(For L DB ) | 15 | Mtrs | |
| 646 | 21.07 | Recessed wiring to submain in 2 x 6sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked confirming to IS-694/1990 in 32 mm dia non-metalic heavy duty PVC conduit 1.6 mm thick along with 1 x 4.0 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired.(For E DB ) | 20 | Mtrs | |
| 647 | 21.08 | Recessed wiring to submain in 2 x 4 sq.mm FR 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 FR PVC insulated single core multistrand copper conductor as earth wire as equired. | 32 | Mtrs | |
| 648 | 21.09 | Recessed wiring to submain in 2 x 2.5 sq.mm FR 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 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired. | 42 | Mtrs | |
| 649 | 21.1 | Recessed wiring to submain in 2 x 1.5 sq.mm FR 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 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as equired. | 22 | Mtrs | |
| 650 | 21.11 | DISTRIBUTION BOARD & PANEL. Supply, fixing, erecting, connecting and commissioning of indoor type dust and vermin proof, sheet steel clad ready made, double door horizontal type powder coated wall mounted 12 way SPN Distribution Boards suitable for 240 V, single phase,50 Hz AC Supply complete with bottom detachable plate for interconnections etc as below.Incommer 1 No-40A 2P RCCB (100mA) Outgoings-6-32 A SP MCB- 8 Nos, ( For EDB ) | 1 | Nos. | |
| 651 | 21.12 | CABLE Supply & laying of one number of PVC insulated and PVC seathed / XLPE power cable of 1.1 KV grade of following sizes of cable as required. 3.5 C x 95 sq.mm Al ( G.Floor Panel) | 12 | Rmt | |
| 652 | 21.13 | 4 C x 16 sq.mm Al | 15 | Rmt | |
| 653 | 21.14 | END TERMINATION Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum cable of 1.1 KV as required. 3.5 C x 95 sq.mm | 1 | Nos | |
| 654 | 21.15 | 4 C x 16 sq.mm | 2 | Nos | |
| 655 | 21.16 | EARTHING Supplying and laying 25 mm x 6 mm G.I earth strip ISI marked at 0.5 meter below ground level as strip earth electrode including soldering etc. as required. | 5 | Rmt | |
| 656 | 21.17 | Supplying and laying 25 mm x 5 mm G.I earth strip ISI marked on surface or in recess for connection etc as required. | 3 | Rmt | |
| 657 | 21.18 | Supply & Laying of one number of PVC insulated and PVC seathed/XLPE power cable of 1.1 KV grade of 2C 6 sq.mm direct in ground in the same trench in one tier horizontal formation including excavation, sand cushining protective covering and refilling the trench etc. as required. | 30 | Rmt | |
| 658 | 21.19 | END TERMINATION Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum cable of 1.1 KV as required. 3.5C x 35 sq.mm | 2 | set | |
| 659 | 21.2 | 2C x 6 sq.mm | 10 | set | |
| 660 | 21.21 | FITTINGS Supply, Installation, Testing and Commissioning of pre-wired fluorescent fiiting / compact fluorescent fitting /LED fitting of all sizes complete with all accessories and lamp etc. directly on ceiling /wall or recessed in false ceiling , including connection with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor and earthing as required. Ceiling surface indoor type Round LED Luminaire with 12 watt LED Lamp Similar to JAQUAR Cat No. LNRO02R012SC or equivalent. | 4 | Nos | |
| 661 | 21.22 | Supply & fixing of (5.0 Mtr length) LED strips (RGB) lights suitable for outdoor application on enterance Gate with all assessories complete as required similar to SYSKA Cat No SSK-5530-EHD-IP (RGB). | 6 | Nos | |
| 662 | 21.23 | Supply & fixing of Decorative Bollard LED Fixture With Die Casted and extruded Aluminum Body & poly carbonate Opal Diffuser 700mm height in wood finish suitable for LED LAMP Equiv. to PHILIPS Cat No. BCP150 LED 150/WW PSU 220-240V 7043 With Junction Box. | 2 | Nos | |
| 663 | 21.24 | Recess mounted lumeno 1 x 3 w LED spot light luminair fittings similar to make : Havell's, Cat. No. LHEEBPPBUN1W003 or equivalent.\n | 8 | NOS | |
| 664 | 22 | LIFT | |||
| 665 | 22.01 | Providing & Fixing of 1no. 680 Kgs (10 person) gearless elevator having automatic rescue operation with 3 stop, full collective operation with/without attendant, made of stainless steel car panel with rear side of the lift having glass panel with SS handrails and 900mm width stainless steel door (opening on one side in all stop) complete in all respect as directed by Architect/Engineer-In-Charge. The rate includes all complete with materials, labour, T&P, taxes etc. Make OTIS or equevalents approved as per Technical & Manufacture's specification | 2 | Nos. | |
| 666 | 23 | FIRE FIGHTING SYSTEM | |||
| 667 | 23.01 | Fire Pumps and Accessories Supply, Installation, testing and Commissioning of Electrical Motor Driven Fire Pumping set suitable for automatic operation consisting of the following as per the specifications: make horizontal centrifugal end suction type pump in standard construction having Bronze Impeller (having Suc. × Del. nozzle size: 80mm x 65mm) coupled with 2900RPM,TEFC/NFLP Squirrel Cage Induction Motor, 415V, 50Hz, 3phase, mounted on a common base plate with coupling guard to give 2280LPM at a total head of 56Mtr.Casing: C.I.; Impeller: Bronze; Shaft: 45C8; Shaft Sleeve: SS 410H.Sealing Arrangement: Gland Packing b) Common bed plate for mounting Pump and Motor fabricated of suitable M.S.Channel as per manufacturer's recommendations. c) Suitable RCC Pump-Foundations as per manufacturer's design and 6 nos. (cushy foot) heavy duty Antivibration mounting pads. | 1 | Set | |
| 668 | 23.02 | Supply, Installation, testing and Commissioning of Diesel Engine Driven Fire Pumping set suitable for automatic operation consisting of the following as per specifications: Kirloskar make horizontal centrifugal end suction type, diesel engine driven pumpset , 2150RPM, in standard C.I. construction having bronze impeller, mounted on a common base plate with coupling guard, suitable for discharge of 2280LPM at a total head of 56Mtr. (Engine will be of radiator cooled type.), alongwith fuel tank | 1 | Set | |
| 669 | 23.03 | Supply, Installation of AVM pads, Diesel pump accessories, and battery. | 1 | LS | |
| 670 | 23.04 | Zodia MS exhaust pipe with mineral wool insulation covered with aluminium sheet. | 25 | RM | |
| 671 | 23.05 | Supply, Installation, testing and Commissioning of Electrical Motor Driven Automatic pressurisation (Jockey) pumping set consisting of the following as per specifications Kirloskar make horizontal centrifugal end suction type pump in standard construction having Bronze Impeller (having Suc. × Del. nozzle size: 50mm x 32mm) coupled with Kirloskar/Crompton/Reputed make 5.5KW/7.5HP, 2890RPM,TEFC/NFLP Squirrel Cage Induction Motor, 415V, 50Hz, 3phase, mounted on a common base plate with coupling guard to give 180LPM at a total head of 56Mtr.Casing: C.I.; Impeller: Bronze; Shaft: 45C8; Shaft Sleeve: SS 410H.Sealing Arrangement: Gland Packing. | 1 | Set | |
| 672 | 23.06 | Design, manufacture, supply, fixing in position, testing and commissioning of the following metal enclosed, 2mm thick CRCA Sheet steel, cubical dead front, floor/wall mounting type MV control panel, dust and vermin proof, hinged and lockable doors complete with inter connections, cable glands, bonding to earth, painting, cabling and earthing between motors and panel, suitable for 500 volts, 3 phase, 50 cycles, AC supply system. The panel shall be complete with the necessary accessories. | 1 | Set | |
| 673 | 23.07 | Supply, installation, testing and commissioning of pressure switches (INDFOSS IPS 100 or approved equivalent) including making connections with the control panel and the pressure vessel complete in all respects.( MAKE- INDFOS ) | 3 | Nos | |
| 674 | 23.08 | Providing and fixing 100 mm dia pressure gauge ( MAKE ---- H.GURU/EQV STD ) | 4 | Nos | |
| 675 | 23.09 | Providing fixing, testing and commissioning of floor mounting type cylindrical pressure vessel with supporting legs, size 400mm dia and 1m high with knuckle radius with sockets/flanges welded for inlet, outlet. The pressure vessel shall be painted inside with anti-corrosive epoxy paint and outside with two or more coats of synthetic enamel paint of Fire red colour over a coat of ready mixed primer, both of approved quality, complete in all respects.(MAKE ---- MFG. FROM PARENT PIPE ) | 1 | Set | |
| 676 | 23.1 | Cast Iron slusc valve (PN1.0) with spendil type, Hand lever operated, Slim line as per ISI marked with flanges, bolts, nuts, rubber insertions/ compressed asbestos gasket etc. (MAKE-KARTAR/SWASTIK/EQV STD ) 150 mm dia | 5 | Each | |
| 677 | 23.11 | 100 mm dia | 1 | Each | |
| 678 | 23.12 | 50 mm dia | 1 | Each | |
| 679 | 23.13 | Cast Iron double flange dubel flang type type non-return valves (dual type) to IS:5312 with G.M.fittinges complete with matching flanges, rubber insertion, nuts, bolts and washer etc. of following sizes. (MAKE-KARTAR /CASTLE ) 150 mm dia | 2 | Each | |
| 680 | 23.14 | 50 mm dia | 1 | Each | |
| 681 | 23.15 | Providing and Fixing double flanged ‘Y’ type strainer with cast iron body and stainless steel mesh/ screen SS: 316 complete with companion flanges bolts, nuts, rubber insertions etc. ( MAKE-KARTAR /EQV STD ) 150 mm dia | 2 | Each | |
| 682 | 23.16 | 100 mm dia | 1 | RO | |
| 683 | 23.17 | Supply and laying PVC insulated and sheathed armoured cable of 1 KV Aluminium conductor including supplying and making end terminations with brass compression glands.(MAKE--FINOLEX / POLYCAB / HAVELLLS ) Al. 50 Sq.mm - 3.5 core main pump | 20 | RM | |
| 684 | 23.18 | Al. 16 Sq.mm. – 4 core jocky pump | 10 | RM | |
| 685 | 23.19 | Cu. 2.5 Sq.mm. – 12 core Diesel Engune Pump | 15 | RM | |
| 686 | 23.2 | Cu. 1.5 Sq.mm. – 2 core instrumentatioin | 30 | RM | |
| 687 | 23.21 | Supply and fixing of G.I.Earthing Strip 25 mm x 3 mm with Saddles,screw,sleeve jointing strip etc complete work.( Motor to MCC ) | 66 | RM | |
| 688 | 23.22 | Supply and fixing of perforated type GI cable trays with supports, hangers, fastners of the following sizes as per specification.(Size 300 mm width) | 25 | Each | |
| 689 | 23.23 | Providing and fixing of Ball valves, CI wheel of approved quality (screwed end) (Make -Kartar/DRP/Eqv std ) 25 mm nominal bore | 8 | Each | |
| 690 | 23.24 | 15 mm nominal bore | 7 | Each | |
| 691 | 23.25 | M.S. Pipes with Hydrant Accessories Providing and Fixing in position black steel (M.S.) pipes bearing IS: 1239 (Medium Class) complete. welded or screwed joints as required, cutting and making good the walls and floors wherever required, complete in all respects (Internal and External works) (MAKE-JINDAL / Eqv Std ) 80 mm dia | 50 | RM | |
| 692 | 23.26 | 100 mm dia | 60 | RM | |
| 693 | 23.27 | 150 mm dia | 720 | RM | |
| 694 | 23.28 | Fire Hydrant Accessories Providing and Fixing SS Fire Hydrant Valve of approved quality with 63 mm female, instant, oblique, single, outlet, 75 mm flanged inlet,ABS blank cap and chain (conforming to IS: 5290) complete with companion flange, bolts, nuts, rubber insertion/compressed asbestos, gasket etc. and painted in fire red colour.( MAKE -Swastik/Fire shieldSafeguard/Kartar ) | 30 | Each | |
| 695 | 23.29 | Providing and Fixing swinging, wall mounting type 30 mtrs long First Aid Hose Reel of approved quality conforming to IS : 884 and 19mm nominal bore, high pressure hose, FRP/GM shut off nozzle with 6mm outlet and bolts, nuts rubber insertion etc. painted in Fire red colour including cutting and making good the walls wherever required.( MAKE -Swastik/Fire shield/Kartar/Safeguard/Eqv Std ) | 9 | Each | |
| 696 | 23.3 | Reinforced Rubber Lined Hose (RRL type-'A') ISI marked (IS:636) 63 mm dia x 15 M long complete with instantaneous type CP 63 mm dia. IS marked Male and female SS couplings (IS:903) bound and riveted to hose pipe with G.I. rivets and wire. ( MAKE -Swastik/Fire shield/Kartar/Safeguard/Eqv Std ) | 60 | Each | |
| 697 | 23.31 | Providing and Fixing in position short gun metal branch pipe of approved quality with 63mm male instantaneous type inlet and 15 mm outlet nozzle complete conforming to IS : 903 (MAKE -Swastik/Fire shield/Kartar/Safeguard/Eqv Std ) | 30 | Each | |
| 698 | 23.32 | Providing and fixing wall mounting type Fire Hose Box made out of 16 gauge mild steel sections and sheet, size 600 mm x 500 mm x 250 mm deep to accommodate each fire Hose pipes and branch pipe, glass fronted double door with 4 mm glass and lock, two keys, painted with enameled Fire red colour complete with bolts, nuts and cutting and making good the walls and floors wherever required. | 30 | Each | |
| 699 | 23.33 | Providing and fixing Fire Brigade inlet connection with CI body having 4Nos. gun metal 63m male instantaneous inlets conforming to IS 903 fitted with built in check valves, ABS blank caps, G.I. chains, 100 mm, gun metal flanged outlet, 25mm nominal bore gun metal drain valve complete with bolts, nuts, rubber insertions/ compressed asbestos gasket( MAKE -Swastik/Fire shield/Kartar/Safeguard/Eqv Std ) 4 way | 2 | Each | |
| 700 | 23.34 | Providing & fixing gun metal air release valve having rubber ball ( of suitable range and calibrated) on top of each riser with socket weld / flanged inlet connection (Make -Kartar/DRP/Eqv std) 25 mm dia | 9 | Each | |
| 701 | 23.35 | Cast Iron butterfly valve (PN1.0) with long handel type, Hand lever operated, Slim line as per ISI marked with flanges, bolts, nuts, rubber insertions/ compressed asbestos gasket etc. (MAKE-KARTAR/SWASTIK/EQV STD | 30 | Each | |
| 702 | 23.36 | Automatic Fire Alarm&Detection System (Conventional type) for comeercial complex shops Providing, fixing, testing and commissioning of Double ionisation chamber type smoke detectors. Make-Ravel/ASES/ | 102 | Each | |
| 703 | 23.37 | Supplying, fixing, testing and commissioning of Electronic hooter 24 volt. Make-Ravel/ASES | 10 | Each | |
| 704 | 23.38 | Supplying, fixing, testing and commissioning of manual break glass type manual call boxes with die cast aluminium housing & L.E.D indicator arrangement complete Make-Ravel/ASES | 10 | Each | |
| 705 | 23.39 | Supplying, fixing of 2C X1.5 MM2 Copper un-armoured Cable, pvc conduits with fitting. (MAKE-FINOLEX / POLYCAB / HAVELLLS /MESCAB) | 1200 | Mtr | |
| 706 | 23.4 | Supplying and fixing testing and commissioning of fire indicating panel, with following number of Zones battery back-up, alarm condition etc. as required Fire Control Panel - 8 Zone | 1 | Each | |
| 707 | 23.41 | FIRE EXTINGUISHERS (Make-Safeguard/Intime/Fire Shield) Providing and Fixing carbon dioxide type Fire Extinguisher a) 4.5 kg. capacity | 4 | Each | |
| 708 | 23.42 | Providing and fixing ABC fire extinguisher fixed with bolts, nuts and washers complete in all respects. a) 6 kg. capacity | 12 | Each | |
| 709 | 23.43 | EXIT SIGNAGE SITC of Self illuminated Autoglo exit Signs Fire Exit with one side arrow size.300x150mm | 12 | Each |
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