Tender For Renovation Of Basketball Court (P-67) And Provn Of Interlocking Tiles And Drain Near Basketball Court At Sapper Enclave Under Ge (South) Udh Ur
Tender Value
41.68 Lakhs
Estimated cost
Bid Submission
13 Nov 2026
12 days left
EMD
83000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Reasi → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renovation Of Basketball Court (P-67) And Provn Of Interlocking Tiles And Drain Near Basketball Court At Sapper Enclave Under Ge (South) Udh Ur
BOQ
| Sl. No. | Item Description |
| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: MILITARY ENGINEERING SERVICES (GE (SOUTH) UDHAMPUR) NAME OF WORK : RENOVATION OF BASKETBALL COURT (P-67) AND PROVN OF INTERLOCKING TILES AND DRAIN NEAR BASKETBALL COURT AT SAPPER ENCLAVE UNDER GE (SOUTH) UDHAMPUR Contract No: CA NO : GE/S(U)-112/2026-27 Bidder Name : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # Ser.No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes TOTAL AMOUNT TOTAL AMOUNT In Words |
| 2 | Dismantling mild steel work of any discription not other wise provided for all specified and directed by Engr-in-charge. |
| 3 | Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) all specified and directed by Engr-in-charge. |
| 4 | Excavation in post holes (or similar holes) in any type of soil, each not exc 0.50 cum, getting out, removing surplus spoil to distance not exceeding 50 mtr and making good surface complete all specified and directed by Engr-in-charge. |
| 5 | Excavation over areas , not exc. 1.5 mtr deep and getting out in any type soil complete all specified and directed by Engr-in-charge. |
| 6 | Excavation in trenches not . exc 1.5 Mtr wide and not. exc 1.5 mtr in depth and getting out soft/loose type soil all specified and directed by Engr-in-charge. |
| 7 | Excavation in trenches not exc 1.5 m wide and not exc 3.0 m depth for foundation of poles and getting out in hard/dense soil complete all specified and directed by Engr-in-charge. |
| 8 | Surface excavation n exc 30cm deep and averaging 15cm deep and getting out in any type of soil all specified and directed by Engr-in-charge. |
| 9 | Returning filling incl spreading levelling watering and well ramming in layers not exc. 25 cm for any type of soil complete all specified and directed by Engr-in-charge. |
| 10 | Removal of excavated soil not exc. 50 mtr and deposited where directed at a level not exc. 1.5 mtr above the starting point complete all specified and directed by Engr-in-charge. |
| 11 | M & L for PCC 1:2:4 Type B2 using 20mm graded aggregate as in foundations, filling and mass concrete as padding on roof surface with water proofing compound complete all specified and directed by Engr-in-charge. Note: Water proofing compound shall be paid separately. |
| 12 | M&L for Forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with sealing compoud A complete all specified and directed by Engr-in-charge. |
| 13 | M & L for 08 layer synthetic basketball court complete all specified and directed by Engr-in-charge. under : -(a) PRIMER: 100% ACRYFLEX UNIC FLOOR (KDF) based emulsion to improve bond of acrylic court system to the concrete or asphalt surfaces. RESURFACER: 2 Acryflex Resurfacer 367-30 for filling and smoothing asphalt or concrete surfaces in preparation for Acryflex ITF Approved basketball court system and also fills the surface chips, voids and conceals repairs while providing a smooth surface for color coating (b) CUSHION COAT : 2 Layers of Acryflex unic floor (KDF) cushion for asphalt or concrete surfaces in preparation for Acryflex ITF approved system (c) ULTRA CUSHION COAT : 2 Layers of Acryflex unic floor (KDF) cushion for asphalt or concrete surfaces in preparation for Acryflex ITF approved system (d) PRECOAT: 2 layers of ACRYFLEX UNIC FLOOR (KDF) based textured topcoat. Ideal for color coating basketball courts (e) OVERLINE : 100% ACRYFLEX UNIC FLOOR (KDF) based high hiding line paints |
| 14 | S&F for Moveable basket ball MS pole 150mm dia and standerd height including painting along with 30mm thick high quality fibre glass boards of standerd size, dunking rings, nylon mesh nets and all connected accessories complete all specified and directed by Engr-in-charge. |
| 15 | S&F for LED wireless Score board (digital) of size 3Ft x 4 Ft with movable stand & Wireless remote control complete all specified and directed by Engr-in-charge. |
| 16 | Plain cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate in fdn, filling and mass concrete including complete all specified and directed by Engr-in-charge. |
| 17 | Mild steel work conforming to Fe 410-O or Fe 310-O as in posts and struts etc in fencing including cutting tops to shape as directed drilling holes , notching for wire etc including necessary riveting and/or necessary welding where required and fixing with screws, bolts etc complete all specified and directed by Engr-in-charge. |
| 18 | S & F mild steel conforming to Fe-410 W Gde E-250 quality 'A' famed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all specified and directed by Engr-in-charge. |
| 19 | S & F 0.63mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all specified and directed by Engr-in-charge. |
| 20 | Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, length of bolt not exceeding 5 cm and dia of shank 5 to 10 mm complete all specified and directed by Engr-in-charge. |
| 21 | Supplying & Fixing mild steel galvanised chain link fencing of 50mm mesh made of 3.15mm dia galvanised plain wire including line wire, straining bolts, binding wire, securing to MS posts/rails of any type and size, complete in all respects including cutting, stretching, fixing with all accessories all specified and directed by Engr-in-charge. |
| 22 | Supply and fixing mild steel round bars 10 mm dia conforming to Fe-290 (Gde E-165) for securing chain link fencing all specified and directed by Engr-in-charge. |
| 23 | M&L for preparation of newly steel and iron surfaces exceeding 10 cms width or girth and applying two coats of synthetic enamel paint complete all specified and directed by Engr-in-charge. |
| 24 | M&L PCC 1:4:8 type D-2 (using 40mm graded crushed stone agg) as in fdn filling and mass concrete completed all specified and directed by Engr-in-charge. |
| 25 | M & L for walling of random rubble stone masonry uncoursed well bonded, bedded and solidly hearted, built in cement mortar (1:6) including providing weep holes complete all as specified (PCC bond stone shall be measured and paid seperately) complete all specified and directed by Engr-in-charge. |
| 26 | M&L providing pre-cast cement conrete type B1 , 1:2:4 (20mm graded stone aggregate) as bonders in stone walling and set in CM 1:4 complete all specified and directed by Engr-in-charge. |
| 27 | M&L PCC 1:2:4 type B1 (using 20 mm graded crushed stone agg.) as in coping incl necessary form work complete all specified and directed by Engr-in-charge. |
| 28 | S&F PVC (SWR) pipes 110mm dia single socketed for providing weep holes complete all specified and directed by Engr-in-charge. |
| 29 | Extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses. Hammer dressing with maximum depression on face from straight edge held against the dressed surface not exc 40 mm in Granite or Trap stone complete all specified and directed by Engr-in-charge. |
| 30 | Hand packing (any thickness)at back of walling over arches etc and raising to the required level with broken stone or boulders complete all specified and directed by Engr-in-charge. |
| 31 | M&L Cement Morter 1:4 Raised pointing to random or polygonal rubble, uncoursed or brought upto courses complete all specified and directed by Engr-in-charge. |
| 32 | M&L Hardcore of gauge n exc. 63 mm, Broken stone or boulders deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface all specified and directed by Engr-in-charge. |
| 33 | M&L for 75 mm thick PCC 1:4:8 type D2 using 40mm graded aggregate as in sub base of floor etc complete all specified and directed by Engr-in-charge. |
| 34 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all specified and directed by Engr-in-charge. |
| 35 | M & L for providing Precast cement concrete type B1 1;2:4 (20mm graded aggregate) Kerb Stone including chamfers, weathering, throating etc set in CM 1:6 complete all specified and directed by Engr-in-charge. |
| 36 | S&F factory made SFRC (Steel Fibre Reinforced Cement Concrete) drain cover of 600x600x75mm thick including frames or size and design as approved by Engr in Charge of strength & durability, crack resistance, heavy load capacity, corrosion resistance and reduced noise pollution complete all specified and directed by Engr-in-charge. (Design and size shall be approved by Engr in Charge before commencement of the work) Make: Kashmir Spun Pipe & Allied Industries, Shivalk Concrete Pipes, Paves India Company or its equivalent firms |
| 37 | S&F mild steel framed work such as grills, gratings, etc with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe 290 Gde-E-165 complete all specified and directed by Engr-in-charge. |
| 38 | M & L for cement concrete (1:3:6 ) type C-1 using 20 mm graded stone aggregate, including weathering, slightly rounded Chamfered angles and throating including necessary form work all specified and directed by Engr-in-charge. |
| 39 | M & L for rendering 15mm thick in cement mortar 1:4 on stone masonry surfaces or surfaces other than fair faces of brickwork and finished even and smooth without using extra cement all specified and directed by Engr-in-charge. |
| 40 | M&L for plain cement concrete 1:2:4 type B-2 using 40 mm graded stone aggregate as in channels and drains, foundation and similar work etc complete all specified and directed by Engr-in-charge. |
| 41 | Extra for forming fair finished drain or channel 45 cm inner girth in cement concrete using extra cement including forms, moulds, mitred/ stop ends etc complete all specified and directed by Engr-in-charge. |
| 42 | S&F factory made SFRC (Steel Fibre Reinforced Cement Concrete) drain cover of 600x600x75mm thick including frames or size and design as approved by Engr in Charge of strength & durability, crack resistance, heavy load capacity, corrosion resistance and reduced noise pollution complete all specified and directed by Engr-in-charge. (Design and size shall be approved by Engr in Charge before commencement of the work) Make: Kashmir Spun Pipe & Allied Industries, Shivalk Concrete Pipes, Paves India Company or its equivalent firms |
| 43 | S&F Reinforced concrete pipes 450mm bore, class NP2, laid and jointed complete with collars complete all specified and directed by Engr-in-charge. |
| 44 | M&L Concrete bed to drain pipes in cement concrete 1:3:6 type C-2 of 450mm bore including packing under, and haunching against the sides of pipes after they are laid and tested completed all specified and directed by Engr-in-charge. |
| 45 | Supply and errect steel tubular pole swaged complete with cast iron base plate, finial taper plug, bolts, nuts, pole cap and screws all as specified type 410-SP 22 (8.5 mtr long) with &including two coats of aluminium paint over a one coat of primer all specified and directed by Engr-in-charge. |
| 46 | M&L for PCC (1:2:4) type B-1, using stone aggregate 20mm graded, with and incl necessary form work where required and fair finish to the exposed surfaces and coping, complete all specified and directed by Engr-in-charge. |
| 47 | M&L for light fixing and pole climbing arrangement (MS angle,bracket etc) all specified and directed by Engr-in-charge. |
| 48 | S&F Double Walled corrugated DWC Pipe of size 40 mm including snap fit coupler Pt-II for protection of LT Cable in underground all specified and directed by Engr-in-charge. |
| 49 | Supply & laying LT XLPE insulated & PVC heavy duty armoured Cable, 1100 volts grade UG stranded aluminium conductor electric cable cross sectional area 10 Sqmm 2 Core including necessary connection with provision of lugs & cable gland fixing arrangements all specified and directed by Engr-in-charge. |
| 50 | Supply and laying, fixing, tube galvanised light grade with all fittings laid in tenches/Fixing on wall/pole including fixing arrangements of size 40 mm bore all specified and directed by Engr-in-charge. |
| 51 | All as per item No.49 above but size 15mm bore all specified and directed by Engr-in-charge. |
| 52 | S & F single piece moulded PVC box of size 230X185X110mm outer and 195X135X90 mm inner dimensions ((Sintex product code GSJB 2817) or equvalent of National ) consisting of one MCB 63 Amps SPN & one 4 way connector including all necessary fixing arrangements to fix to pole i.e. clamps, nuts, bolts & washers of suitable size and connecting up flood light with 2.5 sqmm 4 core cable all specified and directed by Engr-in-charge. |
| 53 | M&L for Earthing complete with galvanised steel earth plate electrode 60 cms x 60 cms x 6 mm burried in ground earth pit not less than 2.25 m deep below normal ground level with top edge of the plate not less than1.5 m below normal ground level, connected to galvanised earth lead wire 4 mm dia by bolts, nuts, check nuts and washers of galvanised iron or steel all as shown in electrical plate No.5 connected to earthing test point complete including excavation earth work, PCC pit, CI cover, funnel with watering pipe, test point in 32 x 6 mm GI strip 150 mm long and testing on completion including the interconnection of near by earthing all specified and directed by Engr-in-charge. |
| 54 | S&F Switch fuse SPN (Rewirable) 32 Amps 415 Volts - 01 No (for incoming) all specified and directed by Engr-in-charge. |
| 55 | S&F pressure die cast aluminium integral flood light luminaire for SON-T/MH SET lamp all specified and directed by Engr-in-charge. Make: Havells 1x250W SON-T/MH SET or 1x250W SV/MH SET Total in Figures 0.0 0.0 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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