Tender For Phase-Iii: Miscellaneous Civil Works For Development Of Cricket Ground (3 Modules), Bpdav School, Midhani Township Note: Contractor Has To Quote Overall Price Viz Price + Taxes + Gst + Cess. The Accuracy Shall Be Up To Two Decimals
Tender Value
24.99 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
11 days left
EMD
62500
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hyderabad → Telangana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Phase-Iii: Miscellaneous Civil Works For Development Of Cricket Ground (3 Modules), Bpdav School, Midhani Township Note: Contractor Has To Quote Overall Price Viz Price + Taxes + Gst + Cess. The Accuracy Shall Be Up To Two Decimals
BOQ
| Sl. No. | Item Description |
| 1 | BOQ For Module-I: Miscellaneous Civil works for development of Cricket ground, BPDAV School, Midhani Township |
| 2 | A) CRS MASONRY WALL |
| 3 | Coursed rubble masonry (Second sort) with hard stone with Cement mortar 1:6 (1 cement: 6 coarse sand) |
| 4 | a) In foundation and plinth |
| 5 | b) In superstructure above plinth level and upto floor five level. |
| 6 | Providing and laying 12 mm cement plaster 1:6 (1 cement: 6 coarse sand). |
| 7 | Providing & fixing unplasticized rigid PVC rain water pipes conforming to IS 13592 Type A of 110mm diameter |
| 8 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 9 | B) SITTING GALLERY |
| 10 | Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lifts, as directed by Engineer-in-charge. |
| 11 | Carriage/Carting of excavated excess earth/Rock by mechanical transport including loading, unloading, stacking and levelling for the required areas upto 1.00 km lead and neatly dressing of disposed earth etc complete as directed by the Engineer-in-charge. |
| 12 | Providing and laying in position cement concrete of PCC 1:3:6 (1 cement, 3 coarse sand (zone-III): 6 aggregate 20mm nominal size) derived from natural sources, work up to plinth level |
| 13 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and in plinths in all shapes and sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in super structure above plinth level upto floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete of M25 grade with minimum cement content of 330 kg /cum; using coarseaggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; Concrete |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. With Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Providing and laying 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) with a floating coat of neat cement |
| 19 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 20 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 21 | Providing and fixing 2mm thick UPVC profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge). 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 instructed by Engineer in-charge. The sheet shall be fixed using self-drilling /self-tapping screws of size (5.5x 55 mm) with EPDM seal, silicon sealant around screws 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 & all necessary fixing accessories, Flashings, L bends, ridges etc. |
| 22 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 23 | C) PRACTICE PITCHES |
| 24 | Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and for all lifts, as directed by Engineer-in-charge. |
| 25 | Carriage/Carting of excavated excess earth/Rock by mechanical transport including loading, unloading, stacking and levelling for the required areas upto 1.00 km lead and neatly dressing of disposed earth etc complete as directed by the Engineer-in-charge. |
| 26 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages toproper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 27 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete of M25 grade with minimum cement content of 330 kg /cum; using coarseaggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; Concrete |
| 28 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. With Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 29 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns etc complete as per instructions of EIC |
| 31 | Providing and laying outdoor UV-stabilized, waterproof artificial/synthetic cricket turf (15 mm thick) over a prepared PCC/RCC surface. This includes thorough cleaning the concrete floor, applying outdoor-grade two-component polyurethane adhesive, rolling out jointing tape, precise trimming of seams, weighted rolling to eliminate air pockets, and finishing complete. The price covers all labor, tools, tackles, logistics, and processing wastages. The contractor has to submit guarantee for minimum 5 years period or as per manufacturer warranty along with purchase Invoice. Preferable Make: Astroturf. |
| 32 | Providing, supplying and fixing UV-stabilized knotless HDPE cricket practice net of 2.5 mm thick braided twisted twine, 40 mm mesh size, green colour, suitable for outdoor use. Item includes providing and rigging all necessary SS hooks/carabiners, UV-resistant cable ties, PVC-coated GI wire rope tensioners at 3 levels (Top, middle & bottom lines) with turnbuckles, clamps, eye bolts, shackles etc all accessories necessary to complete fixing, manual stitching/lacing across perimeter lines, precise trimming, and full deployment using scaffolding. Price covers all labor, tools, safely working at required height, transport, and processing wastages. The contractor has to submit guarantee for minimum 5 years period or as per manufacture warranty along with purchase Invoice. |
| 33 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 34 | D) DRAIN INFRONT OF GATE |
| 35 | Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lifts, as directed by Engineer-in-charge. |
| 36 | Providing and laying in position cement concrete of PCC 1:3:6 (1 cement, 3 coarse sand (zone-III): 6 aggregate 20mm nominal size) derived from natural sources, work up to plinth level |
| 37 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 38 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete of M25 grade with minimum cement content of 330 kg /cum; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; Concrete |
| 39 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. With Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 40 | Providing, hoisting, fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain wndows, sills and the like, including cost of shuttering, required centering, but excluding cost of reinforcement with 1:1.5:3 20mm nominal size derived from natural sources. |
| 41 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns etc complete as per instructions of EIC |
| 42 | Providing and laying 12 mm cement plaster finished with floating coat of neat cement of mix 1:4 (1 cement : 4 fine sand) |
| 43 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 44 | Carriage/Carting of excavated excess earth/Rock by mechanical transport including loading, unloading, stacking and levelling for the required areas upto 1.00 km lead and neatly dressing of disposed earth etc complete as directed by the Engineer-in-charge. |
| 45 | E) STORE ROOM FOR CRICKET EQUIPMENTS |
| 46 | Brick work with non-modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : |
| 47 | Providing and laying 12 mm cement plaster 1:6 (1 cement: 6 coarse sand). |
| 48 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. (New work (two or more coats) over and including water thinnable priming coat with cement primer) |
| 49 | Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 50 | Providing & Plastering 12 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with floating coat of neat cement |
| 51 | Supply and fixing in position powder coated aluminum fully glazed windows of approved colour using Aluminum 3 track box section frame with top and verticle sides and for frame bottom using sliding shutters made out of aluminum sections, inside the h-section for top and bottom and plain section for ends including making window wheathering seal proof and mounted in fibre wheels 2 nos for each shutter and fixed 5 mm thick plain black tilted glass of 1st quality with necessary PVC rubber beeding alround including providing 2 nos maruti lock cleat for window with 7.5mm thick aluminum grill as approved by the department @ 3.58/kg/m2 and separate mosquito mesh frame at the back side of the window including cost and conveyance of all materials, labour charges for making, erecting in position etc., . gaps between wall and Al frame shall be closed with white cement, where ever required complete as per instruction of E.I.C. |
| 52 | Providing and fixing factory made single extruded WPC- Frame size 45 x 85 mm (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. |
| 53 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter (30 mm thick) of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and nontoxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. |
| 54 | BOQ for Module-II: Providing & Fixing Portable Toilet cabin at Cricket ground, Midhani Township. |
| 55 | Supply & Installation of Prefabricated toilet cabin of size 10ft (L)x 6ft (w)x 8.5ft (H), with 4mm thick internal ACP cladding for walls, False ceiling, PVC vinyl carpet on Cemented bonded fiber sheets/ vitrified tiles and 1.2mm thick GI corrugated sheet with IWC, EWC units, Mirrors, urinals, plumbing & necessary sanitary fittings all etc complete as per detailed specification enclosed. Water leakage warranty from structure including doors/windows shall be provided for 2 years on Rs.100 Bond paper. |
| 56 | Providing and placing (at all floor levels) polyethylene water storage tank of capacity 500 litres, 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. |
| 57 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 58 | Providing and laying in position cement concrete of PCC 1:3:6 (1 cement, 3 coarse sand (zone-III): 6 aggregate 20mm nominal size) derived from natural sources, work up to plinth level |
| 59 | Coursed rubble masonry (Second sort) with hard stone with Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 60 | a) In superstructure above plinth level and upto floor five level. |
| 61 | Providing and laying 12 mm cement plaster 1:4 (1 cement: 4 coarse sand) with a floating coat of neat cement |
| 62 | BOQ for Module-III: Providing & Fixing Shahabad stones and landscaping works at entrance of cricket ground, Midhani Township. |
| 63 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 64 | Providing and laying Rough/Natural 25mm thick shahbad stone Flooring of approved quality and colour with required size 600mm X 600mm in pathways/driveways, laid over a 50mm cement mortar bed of 1:4 cement mortar (1 cement : 4 Natural Coarse sand), leaving 50mm channel gaps between the mortar lines. Shahbad Stones shall be rough dressed, machine cut on all edges and to ensure uniform 50mm wide gap between adjacent stones. The 50mm uniform gaps shall be filled with a mixture of good quality earth (red soil) and manure in 2:1 ratio, followed by planting of Bermuda Grass by dibbling/turf plugs including subtle manual tamping. The rate includes cost of all materials, labour, fixing, watering, and maintenance until the grass is established etc. |
| 65 | Supply & Installation of Vitcha Merelli Green (Christmas Palm) of height 6 to 7 feet including digging, filling with a mixture of good quality earth (red soil) and manure in 2:1 ratio, followed by subtle manual tamping around the area. The rate includes cost of all materials, labour, fixing, watering, and maintenance until the grass is established etc. |
| 66 | Supply & Installation of Hedge plants of 1.5ft height including digging, filling with a mixture of good quality earth (red soil) and manure in 2:1 ratio, followed by subtle manual tamping around the area. The rate includes cost of all materials, labour, fixing, watering, and maintenance until the grass is established etc. |
| 67 | Supply & Installation of Terminalia Mantaly Green of 10ft height including digging, filling with a mixture of good quality earth (red soil) and manure in 2:1 ratio, followed by subtle manual tamping around the area. The rate includes cost of all materials, labour, fixing, watering, and maintenance until the grass is established etc. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysOct 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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