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Tender Value
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EMD Value
₹3.1 L
Closing Date
20 Apr 2026, 1:00 pmClosed
No
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24 days
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Capital (Works)
21 conditions · 6 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.
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Hyderabad division: Dismantling of existing structures and repair works in staff quarters at North Lallaguda under jurisdiction SSE/W/NLGD in lieu of Provision of 04 Stabling Lines between LGD and MJF
31_DRM_W_HYB_26
31_DRM_W_HYB_26
Open
Works - General
9 Months
Hyderabad, Telangana
₹0
₹3.1 L
20 Apr 2026
26 Mar 2026
6 Apr 2026
93 items across 3 schedules · ₹1,81,13,489.17 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 1688.86 | 494.1 | 8,34,465.73 |
| 2 | All kinds of soil | cum | 151.49 | 177.5 | 26,889.48 |
| 3 | Ordinary rock | cum | 37.5 | 498.9 | 18,708.75 |
| 4 | 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 | 121.19 | 196 | 23,753.24 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 25 | 2,123.75 | 53,093.75 |
| 6 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 176 | 310.05 | 54,568.8 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 54 | 392.15 | 21,176.1 |
| 8 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 30 | 842.5 | 25,275 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 30 | 927.25 | 27,817.5 |
| 10 | Shelves (Cast in situ) | Sqm | 176 | 927.25 | 1,63,196 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 45 | 736.4 | 33,138 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 19.44 | 961.3 | 18,687.67 |
| 13 | Stairs, (excluding landings) except spiral-staircases | Sqm | 40 | 764.95 | 30,598 |
| 14 | Under 20 cm wide | Metre | 10.44 | 208.55 | 2,177.26 |
| 15 | Above 20 cm wide | Sqm | 10.44 | 879.05 | 9,177.28 |
| 16 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 45 | 951.1 | 42,799.5 |
| 17 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 119.23 | 8,752.55 | 10,43,566.54 |
| 18 | Cement mortar 1 : 3 (1 cement : 3 coarse sand) | Sqm | 29.21 | 1,132.5 | 33,080.33 |
| 19 | 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 | 73.5 | 8,333.65 | 6,12,523.28 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 35.2 | 7,311.25 | 2,57,356 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 40 | 8,198.55 | 3,27,942 |
| 22 | Area of slab over 0.50 sqm | Sqm | 15 | 5,136.3 | 77,044.5 |
| 23 | 25 mm thick | Sqm | 50 | 4,437.8 | 2,21,890 |
| 24 | Second class teak wood | cum | 10.86 | 1,42,949.7 | 15,52,433.74 |
| 25 | 30 mm thick shutters | Sqm | 50 | 2,676.85 | 1,33,842.5 |
| 26 | 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 | 60 | 228.85 | 13,731 |
| 27 | 125x65x2.12 mm | Each | 50 | 53 | 2,650 |
| 28 | Providing PVC moulding / architrave for door frame made up of extruded solid foam PVC profile having homogenous fine cellular structure with smooth outer integral skin, minimum 30 mm width and minimum 12 mm thick suitable for fixing to frame. The moulding shall be snap fitted in the groove provided in the frame and fixed with PVC solvent adhesive / cement and self tapping screws (of required size) complete as per direction of Engineer-in-Charge. | Metre | 50 | 135.8 | 6,790 |
| 29 | 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Non decorative type | Sqm | 50 | 3,754.2 | 1,87,710 |
| 30 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 50 | 573.45 | 28,672.5 |
| 31 | Size of Tile 600x600 mm | Sqm | 310.2 | 1,553.45 | 4,81,880.19 |
| 32 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871)roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. | Sqm | 500 | 536.4 | 2,68,200 |
| 33 | 110 mm diameter | Metre | 500 | 377.4 | 1,88,700 |
| 34 | 110 mm | Each | 200 | 136.15 | 27,230 |
| 35 | 110x110x110 mm | Each | 200 | 234.15 | 46,830 |
| 36 | 110 mm bend | Each | 200 | 150.35 | 30,070 |
| 37 | 110 mm Shoe | Each | 200 | 131.85 | 26,370 |
| 38 | 110 mm | Each | 200 | 371.3 | 74,260 |
| 39 | 1:6 (1 cement: 6 fine sand) | Sqm | 500 | 333.35 | 1,66,675 |
| 40 | 1:6 (1 cement: 6 fine sand) | Sqm | 563.2 | 383 | 2,15,705.6 |
| 41 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 5763.2 | 193.7 | 11,16,331.84 |
| 42 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 563.2 | 156.05 | 87,887.36 |
| 43 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 250 | 547.4 | 1,36,850 |
| 44 | Door chowkhats | Each | 50 | 1,782.55 | 89,127.5 |
| 45 | Window chowkhats | Each | 50 | 1,125.15 | 56,257.5 |
| 46 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 200 | 1,090.65 | 2,18,130 |
| 47 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 200 | 1,580.9 | 3,16,180 |
| 48 | Long pattern W.C Pan of size 580x440 mm | Each | 50 | 3,501.7 | 1,75,085 |
| 49 | Orissa pattern W.C Pan of size 580x440 mm | Each | 50 | 4,478.75 | 2,23,937.5 |
| 50 | Dismantling W.C. Pan of all sizes including disposal of dismantled materials including malba all complete as per directions of Engineer- in-Charge. | Each | 50 | 134.1 | 6,705 |
| 51 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. | Each | 50 | 429.1 | 21,455 |
| 52 | Providing and laying in situ seven course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 ( 1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). | Sqm | 1000 | 855.7 | 8,55,700 |
| 53 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 5.81 | 3,551.25 | 20,632.76 |
| 54 | In cement mortar | cum | 153.07 | 2,060.2 | 3,15,354.81 |
| 55 | In cement mortar | cum | 20.79 | 2,458.95 | 51,121.57 |
| 56 | Of area 3 sq. metres and below | Each | 65.48 | 367.2 | 24,044.26 |
| 57 | Of area 3 sq. metres and below | Each | 100 | 143.5 | 14,350 |
| 58 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 100 | 5.65 | 565 |
| 59 | For thickness of tiles 10 mm to 25 mm | Sqm | 174 | 73.4 | 12,771.6 |
| 60 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 100 | 113.35 | 11,335 |
| 61 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 120 | 266.45 | 31,974 |
| 62 | G.S. Sheet | Sqm | 21 | 164.95 | 3,463.95 |
| 63 | Asbestos Cement sheet | Sqm | 1150 | 77.3 | 88,895 |
| 64 | 100 mm dia pipe | Metre | 500 | 78 | 39,000 |
| 65 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 200 | 54.65 | 10,930 |
| 66 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 50 | 6,515.55 | 3,25,777.5 |
| 67 | White glazed fire clay kitchen sink of size 600x450x 250 mm | Each | 30 | 3,892.75 | 1,16,782.5 |
| 68 | Orissa pattern W.C. pan of size 580x440 mm | Each | 50 | 3,169.05 | 1,58,452.5 |
| 69 | 200 mm diameter | Metre | 1000 | 970.35 | 9,70,350 |
| 70 | 200 mm diameter S.W. pipe | Metre | 100 | 873.5 | 87,350 |
| 71 | With Sewer bricks conforming to IS : 4885 | Each | 25 | 12,711.8 | 3,17,795 |
| 72 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 300 | 617.05 | 1,85,115 |
| 73 | 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 | 300 | 688.9 | 2,06,670 |
| 74 | Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322 | Sqm | 300 | 515.05 | 1,54,515 |
| 75 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 100 | 16,112.1 | 16,11,210 |
| Schedule total | ₹1,54,72,777.39 | ||||
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