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Tender Value
Refer Docs
EMD Value
₹17.7 L
Closing Date
20 Aug 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
18 conditions · 5 needing a document upload
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tender value is including escalation of (-) 15% (minus fifteen percent) on CPWD DSR 2023 rates Tenderer should note this before quoting the rates.
All the instructions furnished in the Technical Compliance/ Commercial Compliance/ Custom/ Undertakings/General Instructions/Undertakings are only indicative and not exhaustive. The tenderer shall read the GCC/Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender documents and strictly adhere to the instructions and directions given therein.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e.OS/Tenders/Engg/NED Division) within before closing date for submission of bids.(i.e., excluding the last date of submission of Bids).
Provision of a new control office and standby alternate control in Nanded Division.
T-202627-1-031
T-202627-1-031
Open
Works - General
12 Months
Nanded, Maharashtra
₹0
₹17.7 L
29 Jul 2026
29 Jul 2026
6 Aug 2026
118 items across 2 schedules · ₹10,33,72,673.92 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 663.6 | 177.5 | 1,17,789 |
| 2 | Ordinary rock | cum | 199.08 | 498.9 | 99,321.01 |
| 3 | Hard rock (blasting prohibited) | cum | 199.08 | 1,432.95 | 2,85,271.69 |
| 4 | All kinds of soil. | cum | 75 | 260.3 | 19,522.5 |
| 5 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 150 | 215.6 | 32,340 |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 234.24 | 196 | 45,911.04 |
| 7 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 226.25 | 700.5 | 1,58,488.13 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 120 | 2,123.75 | 2,54,850 |
| 9 | All kinds of soil | Sqm | 1000 | 34.15 | 34,150 |
| 10 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 8950 | 8.95 | 80,102.5 |
| 11 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 37.56 | 7,878.5 | 2,95,916.46 |
| 12 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 42.5 | 7,294.7 | 3,10,024.75 |
| 13 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 25.27 | 6,812 | 1,72,139.24 |
| 14 | Foundations, footings, bases for columns | Sqm | 74.88 | 392.15 | 29,364.19 |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 337.2 | 392.15 | 1,32,232.98 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 3207 | 927.25 | 29,73,690.75 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1889.3 | 736.4 | 13,91,280.52 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 919.6 | 961.3 | 8,84,011.48 |
| 19 | Stairs, (excluding landings) except spiral-staircases | Sqm | 330 | 764.95 | 2,52,433.5 |
| 20 | Under 20 cm wide | Metre | 600 | 208.55 | 1,25,130 |
| 21 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 41.12 | 10,585.9 | 4,35,292.21 |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 45753.15 | 107.85 | 49,34,477.23 |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 151980.08 | 107.85 | 1,63,91,051.63 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 230.02 | 9,504.75 | 21,86,282.6 |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 1013.2 | 9,860.4 | 99,90,557.28 |
| 26 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 62.16 | 733.5 | 45,594.36 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 250.18 | 7,132.25 | 17,84,346.31 |
| 28 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 25 | 905.05 | 22,626.25 |
| 29 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 25 | 1,123.8 | 28,095 |
| 30 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 844.18 | 8,333.65 | 70,35,100.66 |
| 31 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 7,311.25 | 3,65,562.5 |
| 32 | Area of slab upto 0.50 sqm | Sqm | 100 | 5,413.5 | 5,41,350 |
| 33 | Area of slab over 0.50 sqm | Sqm | 295.42 | 5,136.3 | 15,17,365.75 |
| 34 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 500 | 1,267.95 | 6,33,975 |
| 35 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 600 | 5,015.05 | 30,09,030 |
| 36 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 75.6 | 3,473.85 | 2,62,623.06 |
| 37 | Fixed to steel windows by welding | Kg | 2900 | 219.1 | 6,35,390 |
| 38 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 130 | 228.85 | 29,750.5 |
| 39 | 250x16 mm | Each | 130 | 193.7 | 25,181 |
| 40 | 150x10 mm | Each | 60 | 59.45 | 3,567 |
| 41 | 250x20x6 mm | Each | 120 | 79.85 | 9,582 |
| 42 | 250x16 mm | Each | 120 | 260.6 | 31,272 |
| 43 | 100 mm | Each | 120 | 59.55 | 7,146 |
| 44 | Extruded section profile size 42x50 mm | Metre | 120 | 331.35 | 39,762 |
| 45 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm ( +/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( +/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. | Sqm | 86.4 | 3,253.8 | 2,81,128.32 |
| 46 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 86.4 | 570.95 | 49,330.08 |
| 47 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in- charge. | Sqm | 108 | 4,488.95 | 4,84,806.6 |
| 48 | 100mm | Each | 120 | 90.45 | 10,854 |
| 49 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 11150 | 133.7 | 14,90,755 |
| 50 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 3000 | 172.6 | 5,17,800 |
| 51 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 2000 | 772.4 | 15,44,800 |
| 52 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 250 | 1,096.55 | 2,74,137.5 |
| 53 | Size of Tile 600x600 mm | Sqm | 3312.5 | 1,553.45 | 51,45,803.13 |
| 54 | Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm. | Sqm | 3312.5 | -850.1 | -28,15,956.25 |
| 55 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 900 | 4,481.3 | 40,33,170 |
| 56 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 1618 | 3,071.05 | 49,68,958.9 |
| 57 | 75 mm | Each | 300 | 91.7 | 27,510 |
| 58 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 2520 | 1,355.8 | 34,16,616 |
| 59 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 300 | 738.65 | 2,21,595 |
| 60 | Flashings/ Aprons.( Upto 600 mm) | Metre | 40 | 485.6 | 19,424 |
| 61 | 1:6 (1 cement: 6 fine sand) | Sqm | 3481.24 | 333.35 | 11,60,471.35 |
| 62 | 1:6 (1 cement: 6 fine sand) | Sqm | 4541.24 | 383 | 17,39,294.92 |
| 63 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 5361.39 | 262.7 | 14,08,437.15 |
| 64 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 5361.39 | 185.65 | 9,95,342.05 |
| 65 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 4541.24 | 160.6 | 7,29,323.14 |
| 66 | Two or more coats on new work | Sqm | 141.8 | 155.9 | 22,106.62 |
| 67 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 210 | 2,434.25 | 5,11,192.5 |
| 68 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 150 | 2,818.9 | 4,22,835 |
| 69 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 1050 | 263.95 | 2,77,147.5 |
| 70 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 375 | 218.9 | 82,087.5 |
| 71 | Cement concrete prepared with batch mixing machine | cum | 75 | 10,529.35 | 7,89,701.25 |
| 72 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 75 | 2,784 | 2,08,800 |
| 73 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 74 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 8,006.6 | 80,066 |
| 75 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 5 | 6,258.75 | 31,293.75 |
| 76 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 12 | 2,648.85 | 31,786.2 |
| 77 | 40 mm dia | Each | 20 | 119.55 | 2,391 |
| 78 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 20 | 53.25 | 1,065 |
| 79 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 10 | 1,607.95 | 16,079.5 |
| 80 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 150 | 1,044.75 | 1,56,712.5 |
| 81 | Sand cast iron S&S as per IS -1729 | Each | 120 | 376.25 | 45,150 |
| 82 | 15 mm dia nominal bore | Metre | 300 | 366.4 | 1,09,920 |
| 83 | 25 mm dia nominal bore | Metre | 450 | 551.7 | 2,48,265 |
| 84 | 15 mm dia nominal bore | Metre | 120 | 322.15 | 38,658 |
| 85 | 25 mm dia nominal bore | Metre | 150 | 467.75 | 70,162.5 |
| 86 | 50 mm dia nominal bore | Metre | 180 | 762.15 | 1,37,187 |
| 87 | 25 mm nominal bore | Each | 15 | 622.4 | 9,336 |
| 88 | 50 mm nominal bore | Each | 15 | 1,026.65 | 15,399.75 |
| 89 | 25 mm nominal bore | Each | 15 | 464.05 | 6,960.75 |
| 90 | 15 mm nominal bore | Each | 30 | 318.35 | 9,550.5 |
| 91 | 25 mm nominal bore | Each | 20 | 439.25 | 8,785 |
| 92 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 20000 | 11 | 2,20,000 |
| 93 | 15 mm nominal bore | Each | 25 | 506.8 | 12,670 |
| 94 | 15 mm nominal bore | Each | 20 | 798.95 | 15,979 |
| 95 | 15mm nominal bore | Each | 25 | 574.3 | 14,357.5 |
| 96 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 15 | 125.6 | 1,884 |
| 97 | 125 mm nominal dia with 25 mm waste hole | Each | 100 | 51.85 | 5,185 |
| 98 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 15 | 156.9 | 2,353.5 |
| 99 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 15 | 111.45 | 1,671.75 |
| 100 | 15 mm nominal bore with 45 cm length | Each | 15 | 121.9 | 1,828.5 |
| 101 | 150 mm diameter | Metre | 400 | 695.8 | 2,78,320 |
| 102 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 783.8 | 530.9 | 4,16,119.42 |
| 103 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 450 | 634.45 | 2,85,502.5 |
| 104 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 452.4 | 1,139.3 | 5,15,419.32 |
| 105 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 252.15 | 1,176.8 | 2,96,730.12 |
| 106 | Upto 5mm depth and 5 mm width | Metre | 100 | 96.75 | 9,675 |
| 107 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 375 | 5,325.9 | 19,97,212.5 |
| 108 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 1911 | 688.9 | 13,16,487.9 |
| 109 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum | 152.88 | 8,042.3 | 12,29,506.82 |
| 110 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2 mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T& P,scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors,SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. | Sqm | 500 | 9,502.35 | 47,51,175 |
| 111 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 650 | 829.75 | 5,39,337.5 |
| Schedule total | ₹9,86,74,279.12 | ||||
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