Tender For Construction Of Mini Stadium At Plassi ( Panther) Pyt Plassi Block Basohli Under Scheme Ut Capex Budget (Yss) , Block - Barnoti Tender Cost 96.22 Lac
Tender Value
96.22 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
7 days left
EMD
1.92 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kathua → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Mini Stadium At Plassi ( Panther) Pyt Plassi Block Basohli Under Scheme Ut Capex Budget (Yss) , Block - Barnoti Tender Cost 96.22 Lac
BOQ
| Sl. No. | Item Description |
| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: EXECUTIVE ENGINEER REW DIVISION KATHUA Name of Work;- Construction of mini Stadium at plassi ( panther) pyt Plassi Block Basohli Under Scheme UT Capex Budget (YSS) , Block - barnoti Tender cost 96.22 lac Contract NO:- UT Capex Budget 2026-2027 Name of the Bidder/ Bidding Firm / Company : 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 # S. No. Item Description Item Code / Make Quantity Units Estimated Rate inRs. P 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 inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Earth work in bulk excavation by mechanical means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil . |
| 3 | Earth work in bulk excavation by mechanical means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. Ordinary Rock |
| 4 | Extra for levelling & neatly dressing of disposed soil completely as directly by Engineer-in-charge |
| 5 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50 meter and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 6 | Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil |
| 7 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : |
| 8 | Supplying stacking and spreading of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment) inc. ramming and watering of the earth in layers not exceeding 20cm. |
| 9 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:4:8 (1 cement : 4 coarse sand : 8 graded Brick aggregate 40 mm nominal size) |
| 10 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 11 | Dumping stone excluding cost of stones in Horizontal on level Stone available at Site |
| 12 | Hand Packing of stones in wire crates made of mesh type 10 x 12 (D=100 mm) Zn + PVC Coated mesh wire diametre 2.70/3.70 mm (ID/OD) of size 6m X 1.2m X 1.2m including cost of stones and crate. |
| 13 | Treatment of soil using chemical like round up for anti weeding laid in holes @ 300 mm c/c and consumpution @ 600 ml/ 10 Sqm |
| 14 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade |
| 15 | Excavating, supplying and filling of local earth (RBM)(including royalty)by mechanical transport upto a lead of 15 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 16 | P/L and compacting stone agrregates of different sizes to form contour and elevation to the desired level as per the Drawing and instruction of Engineer Iincharge (size 40 mm /20 mm/10mm ) down black stone aggregate up to a depth of 300 mm from below primary backing . Layers of stone to be rolled as per desired slope and compaction using 8-10 tonnes Road roller over open area & pitch roller over areas with drainage pipes. |
| 17 | Supply and installation of artificial UV resistanat polyethylene synthetic grass with rigid monofilment yarn, minimum 40mm pile height.The turf should have minimum 40mm Pile Height made of POLYETHYLENE Monofilament & Pile weight minimum 900 g/m2 and above and stitched rate minimum @ 120/ mtr or above. The turf should have Dtex/Denier >=12300. The Primary backing of turf should be made of 100% POLYPROPYLENE, minimum weight 240 gram/m2 and above with Coating with Carboxylated SBR Latex appr. 1200 gr/m2 or Butadiene Styrene with weight of 900 g/sqm and total backing wt should not be less than 1140 g/sqm or as approved by FIFA under FIFA Quality Category.The infill must be 22-25Kg Silica Sand, minimum 7kg & above SBR Rubber Granules. The line marking shall be stitched tufted material (Painted lines are not acceptable). The rate is inclusive of All applicable taxes, Lavies, Octoria, transportation loading/unloading complete Including Maintenance of 3 years by way of brushing and adding infill as and when required. |
| 18 | Providing of Fixing Height Adjustable Fixed Volley Poles 4 INCH with Net and Anteena |
| 19 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 20 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering . All works upto plinth level 1:3:6 mix (1 cement: 3 coarse sand: 6 graded stone aggregates) 20 mm nominal size (crushed) |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering . All works upto plinth level 1:1.5:3 mix (1 cement: 1.5 coarse sand: 3 graded stone aggregates) 20 mm nominal size (crushed) |
| 22 | Providing and laying in position (1:1.5:3) grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement Upto Plinth level |
| 23 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more (To be paid as per actual). |
| 24 | Providing and fixing G.I Chain link Fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per direction of Engineer in Charge Made of G.I wire dia 4mm |
| 25 | Cement concrete flooring 1:2:4 mix. 40mm thick with 20mm nominal size stone aggregate |
| 26 | 40mm thick marble chips flooring rubbed, under layer 28mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 12mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 7 mm to 10mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix :3 marble chips) by volume including cement slurry and curing complete : Ordinary cement without any pigment. |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns concrete for pipes |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form work for:Lintel, beams, plinth beams, girders, bressumers and cantilevers |
| 30 | Edges of Slab under 20cm wide |
| 31 | Finishing walls with Acrylic smooth exterior paint of required shade: Old work (two or more coats applied @ 1.67 liters/10sqm on existing cement paint surface) |
| 32 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work Two or more coats on new work |
| 33 | Providing and fixing of heavy duty net of thickness 2.5mm (mesh size 48x48 mm) to cover cricket prctice pitch on 3 sides & Top, as per direction of engineer in charge |
| 34 | Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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. |
| 35 | Manufacturing supplying and fixing retro reflective overhead signage boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type-III of ASTM-D-4956-01 as approved by Engineer-in-charge; letters, borders etc. as per IRC : 67-2001 in silver white with blue colour background and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class -II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminum alloys, rivets or bolts and nuts @ 300mm c/c all along the periphery as well as in two vertical rows along with theft resistant measures including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminum sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawing, specification and direction of Engineer-in-charge (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage. |
| 36 | Finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work (two or more coats applied @ 1.43 liter/10sqm over and including priming coat of water exterior paint applied @ 2.20kg/10sqm) |
| 37 | Supply & fixing of 40mm wide PVC strips for joints |
| 38 | Providing and fixing G.I Chain link Fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia wire or nuts, bolts and washers as required complete as per direction of Engineer in Charge Made of G.I wire dia 4mm |
| 39 | Applying priming coat: With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 40 | Steel work welded in built up section framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer. |
| 41 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.10.16.1 Hot finished welded type tubes |
| 42 | Carriage of Earth for 1 Km by MT |
| 43 | Carriage of Sand for 55Km by MT |
| 44 | Carriage of Agg. Below 40 mm, 55 Km by MT |
| 45 | Carriage of Agg. Above 40mm, 55 Km by MT |
| 46 | Carriage of stone for 8 Km by MT |
| 47 | Providing and fixing inauguration plaque made of polished granite stone, size 600 mm × 450 mm × 20 mm (or as approved), including machine-cut edges, fine polish, includinh high-quality gold paint (weather-resistant), complete with border design, cleaning, curing, and all finishing work. The plaque shall be fixed on a cement concrete pedestal/wall using stainless-steel clamps/adhesive, including all labour, materials, tools, transportation, and incidental charges to complete the job as per engineer-in-charge directions. Total in Figures Excess(+) 1.0 Full Conversion INR 9622130.64 9622130.64 INR Ninety Six Lakh Twenty Two Thousand One Hundred & Thirty and Paise Sixty Four Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 INR Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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