Tender For Construction Of Seating Tire Ms Competition Practice Pitch And Net Practice Pitch Along With Chain Link Fencing At Sports Stadium Shangus
Tender Value
24.81 Lakhs
Estimated cost
Bid Submission
31 Aug 2026
7 days left
EMD
49620
Bank guarantee accepted
Document Fee
800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Anantnag → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Seating Tire Ms Competition Practice Pitch And Net Practice Pitch Along With Chain Link Fencing At Sports Stadium Shangus
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 : |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) 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 : |
| 4 | 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 50 meter beyond 1m from cutting edge |
| 5 | P/L Stone Solling of specified size duely hand packed incl all carriage and loading/unloading. |
| 6 | 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 in 1:4:8 mix |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills,fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 8 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | 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. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, In Foundations footing |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations In Walls and Attached Features. |
| 12 | Providing and laying of PVC 75 mm dia Weep holes type B |
| 13 | 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. |
| 14 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. Made of G.I. wire of dia 4 mm |
| 15 | P/F synthetic twin thickness knotted net 3mm guage and 50x50 mm mesh size. |
| 16 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. |
| 17 | Carriage of different items by machanical transport incl loading/unloading Sand and aggregate of nominal size aggregate from mirbazar for an average lead of 20 kms |
| 18 | Carriage of different items by machanical transport incl loading/unloading Earth for an average lead of 5.0 kms |
| 19 | Carriage of different items by machanical transport incl loading/unloading Carriage of materials for an average HL of 50 metres. |
| 20 | Earth work in bulk excavation by mechanical means (hydraulic excavator) 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 : |
| 21 | Consolidation of Pitch base to required gradient and X-section using PRR of 8-10 tonne to achive the required density. |
| 22 | S/L of stone solling in trenches hand packed of size not more than 100mm incl. consolidation with PRR 8 tonn capacity |
| 23 | S/L of coarse sand incl sieving of sand properly to remove any foreign substance and laying in layers not exceeding 50 mm in depth and surface to be flooded with water incl carriage of sand from near source. |
| 24 | S/L of sandy loom (mixture of fine sand and fine clay) in ratio 1:10 to be laid in layers not exceeding 50 mm in depth and consolidation with 1/2 tonne roller or plate vibrator. |
| 25 | S/L of top layer of earth having highest clay content availabe to be laid in layers not exceeding 50 mm in depth and consolidation with 1/2 tonne roller or plate vibrator. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 19, 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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