Tender For Development Of Play Field At Sedow Shopian
Tender Value
98.54 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
16 days left
EMD
1.97 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
Srinagar → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Development Of Play Field At Sedow Shopian
BOQ
| Sl. No. | Item Description |
| 1 | Extension of play field 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, within a lead of 50 metres: All kinds of soil : |
| 2 | Disposal of excavated earth by mechanical beyond 50 metre and beyond 50 meters and upto 1.00 kilometre lead (carriage by MT) incl dressing etc. |
| 3 | Surface dressing of the ground including removing vegetation and in-equalitiesnot exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto1.5 m in -All kinds of soil |
| 4 | Consolidation of subgrade with power road roller of 8 to 12 tonne capacityincluding making good the undulations etc. with earth or quarry spoils etc.and rerolling the subgrade |
| 5 | CHAIN LINK FENCINGEarth 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, within a lead of 50 metres: All kinds of soil : |
| 6 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 7 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:4:8 (1 cement : 4coarse sand : 8graded stone aggregate 40mm nominal size) |
| 8 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing all work upto plinth level in 1:3:6(1 cement : 3coarse sand : 6 graded stone aggregate 20mm nominal size)incl all carriages |
| 9 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 10 | P/f of PVC 100mm dia Sweep holes in protection works laid at regular intervals for the entire width of wall as per the direction of engineer. |
| 11 | 12mm Cement plaster of mix in 1 : 4 ( 1 cement : 4 fine sand) |
| 12 | P/fL of 50 mm thick Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) with 20mm nominal size stone aggregate finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete. |
| 13 | Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a primingcoat of approved steel primer all complete. |
| 14 | Providing and fixing G.I. chain link fabric fencing of required width inmesh size 50x50 mm including strengthening with 2 mm dia wire or nuts,bolts and washers as required complete as per the direction of Engineer-incharge. |
| 15 | Painting on steel work/chain link with enamel paint of approved brand and manufacture to give an even shade two or more coats incl. a coat of steel priemer( both sides incl vertical angles and horizental runners compelte) |
| 16 | Providing and laying RCC Spun pipes of approved diameter and class NP2, including all necessary earthwork in excavation preparation and laying of cushion bedding over and around pipes, jointing testing backfilling and carriage of all material to site, complete in all respects as per specifications and directions of the Engineer-in-Charge 450mm Dia |
| 17 | Carriage of materials by M.T from source to site of worka) sand stone aggregate for an average lead of 25Kms |
| 18 | b) sand stone aggregate for an average lead of 15Kms |
| 19 | Net Practice PitchEarth 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) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge. All kinds of soil : |
| 20 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 21 | Providing and laying in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level .(1:4:8 ) stone aggregate 40mm nominal size aggregate |
| 22 | 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 in 1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 23 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Thermo-Mechanically Treated bars |
| 24 | Steel work in built up tubular (round, square or rectangular hollow tubesetc.) trusses etc., including cutting , hoisting , fixing in position andapplying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete |
| 25 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 26 | P/f of synthetic polethene twin thickness knotted net 3mm guage and 50x50mm mesh. |
| 27 | Carriage of materials by M.T from source to site of worka) sand stone aggregate for an average lead of 15Kms |
| 28 | Cricket Competition pitchEarth 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, within a lead of 50 metres: All kinds of soil |
| 29 | Consolidation of pitch base to required gradient and X-section using Power Road Roller 8-10 Tonne Capacity to achieve the required density. |
| 30 | Providing and laying of soling stone size on level (hand packed ) of size not more than 100mm incl. Consolidation with Power Road Roller 8-10 Tonne Capacity Complete and all types of carriages complete |
| 31 | S/L of coarse sand incl. sieving of sand properly to remove any foreign substance and laying in layers not exceeding 50mm in depth and surface to be flooded with water incl. carriage of sand from near source |
| 32 | S/L of sandy loom (mixture of fine sand and fine clay) in 1:10 ratio to be laid in layers not exceeding 50mm in depth and consolidation with 1/2 Tonne roller or plate vibrator complete. |
| 33 | Supply and laying of Top layer of earth having highhest clay content available to be laid in layers not exceeding 50mm in depth and consolidation with 1/2 tonne roller or plate vibrator. |
| 34 | P/fixing 15x15feet cricket canvas sight screen and is movable foldable with stable Ms Section frame with channel base with 4 special turf tyres allowing easy movement with color balck on one side of sight screen and white color on other side. |
| 35 | Main GateEarth 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, within a lead of 50 metres: All kinds of soil |
| 36 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 37 | Providing and laying in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level .(1:4:8 ) stone aggregate 40mm nominal size aggregate |
| 38 | 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 in 1:2:4(1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 39 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 40 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Thermo-Mechanically Treated bars |
| 41 | Steel work in built up section and tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position andapplying a priming coat of approved steel primer, including welding andbolted with special shaped washers etc. complete |
| 42 | Painting on steel work with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats incl. a coat of steel priemer |
| 43 | 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). |
| 44 | Synthetic Volleyball CourtPreparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. with earth or quarry spoils etc. and re-rolling the subgrade. |
| 45 | Supply and laying of GSB (Granular Sub base course) incl spreading, levelling and consolidation (power road roller 8-10 tonne capacity) to required gradient camber including all carriage complete job. |
| 46 | Supply and stacking of graded stone aggregate, moorun and stone screening at site incl. laying of water bound macadam with specified stone aggregate, stone screening and binding material incl. screening sorting spreading to template and consolidation with power road roller 8-10 tonne capacity will all carriages complete base course (G2) with (63-45) mm size incl. stone screening 13.2 mm size. complete incl carriage for an average lead of 60 Km (finished work to be measured) |
| 47 | Providing and laying wet mix macadam on prepared sub grade/sub base with crushed quarry stone aggregate of specified grading as per IRC/MOST specification including mixing crushed material with predetermined quantity of water in accordance with specification to form dense mass which is spread and rolled with vibratory roller 80/100KN capacity speed of which should not exceed 5KM/Hour for each layer, rolling should continue till 98% density is achieved to approved grade and X-section the mixing is to be prepared in approved mech, mixing plant of suitable capacity including laying of cold emulsion with pressure sprayer at the rate 0.75 kgs/sqm complete, including cost of all materials, all leads lifts octroi charge taxes etc. |
| 48 | P/F of artificial UV resistanat polyethylene synthetic grass with rigid monofilment yarn, 40mm pile height and 1250g/sqm pile weight with total carpet weight not less than 2500g/sqm and infiill in the ratio of 2:1 with sand(size of sand 0.2mm-1.0mm) 15mm (minimum)height and Rubber 8mm(minimum)height infill weight not less than 2.25kg/sft .The stitch rate per meter should be minimum of 285 All line marking shall be white, unless in the drawings. line marking shall be sitched 'tufted' material (painted lines are not acceptable) the carpet should be laid as per the manufacturers manual incl. All applicable taxes, Lavies, Octoria, transportation loading/unloading complete. |
| 49 | Supply of Volleyball post set of standard quality and make made of heavy duty 75mm round steel pipe with telescopic system for height adjustment, provided with wheels for smooth shifting and levelers to adjust height on uneven surfaces, complete including all applicable taxes, royalties, lavies etc incl. loading/unloading assembling erecting and adjusting at site and all leads and lifts complete. |
| 50 | PathEarthwork in excavation by manual means in trenches for foundation drains pipes etc not exceeding 1.5mtr in width and not exceeding 10 sqm on plan depth upto 1.5mtr including backfilling of soil & disposal of excavated soil to be leveled and neatly dressed within 25mts lead. |
| 51 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 52 | P/L in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level (1;4;8) stone aggregate 20 mm nominal size incl all carriages bt M. t for an avg. lead of 20 Kms complete. |
| 53 | P/L in position cement concrete of specified grade excluding the cost of shuttering and centering finishing and reinforcement all work upto plinth level (1:2:4) stone aggregate 20mm nominal size aggregate 20 mm nominal size incl all carriages bt M. t for an avg. lead of 20 Kms complete. |
| 54 | Chequerred pre cast cement conctete tieles 22mm thick in path and court yard, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing cleaning and curing complete on 20mm thick bed of cement mortar 1:4 mix (1cement : 4 coarse sand) ordinary cemment without any pigments etc. complete. |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 56 | SEATING TIEREarthwork in excavation by manual means in trenches for foundation drains pipes etc not exceeding 1.5mtr in width and not exceeding 10 sqm on plan depth upto 1.5mtr including backfilling of soil & disposal of excavated soil to be leveled and neatly dressed within 25mts lead. |
| 57 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 58 | Providing and laying in position cement concrete in foundation and plinth excluding the cost of centring and shuttering all work upto plinth level .(1:4:8 ) stone aggregate 40mm nominal size aggregate |
| 59 | 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 in 1:2:4 (1 cement : 2coarse sand : 4graded stone aggregate 20mm nominal size) |
| 60 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 61 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level Thermo-Mechanically Treated bars |
| 62 | Structural Steel work welded in built up sections trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required |
| 63 | Painting on steel work with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats incl. a coat of steel priemer |
| 64 | Carriage of materials by M.T from source to site of worka) sand stone aggregate for an average lead of 15Kms Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 16 daysAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 17 daysTender Documents
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