Tender For Flood Restoration And Reconstruction Of Sports Stadium At Chaki Kamal Monghall Mehandi Kadal Lalan And Baghi Nowgam Anantnag
Tender Value
4.63 Crore
Estimated cost
Bid Submission
05 Aug 2026
4 days left
EMD
9.26 Lakhs
Bank guarantee accepted
Document Fee
6000
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 Flood Restoration And Reconstruction Of Sports Stadium At Chaki Kamal Monghall Mehandi Kadal Lalan And Baghi Nowgam Anantnag
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Jul-2026 | correction in boq | Other | 05-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | MONGHALL CHAKI KAMALFencing :- 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 | Supplying/filling boulders tightly hand packed under foundation & under floors incld. all leads, lifts and all carriages upto site of work complete. |
| 3 | 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 |
| 4 | Providing and Laying of specified grade of reinforced cement concrete in 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone Crushed aggregate 20 mm nominal size) excluding the cost of centering , shuttering, finishing and reinforcement but incl. cost and carriages of all materials involved complete job. including all carriages. |
| 5 | P/L in position cement concrete of specified grade excluding the cost of centering and shuttering incl. all carriage . a) 1:2:4 mix ( 1 cement: 2 coarse sand: 4graded stone crushed aggregate 20 mm nominal size) |
| 6 | Reinforcement for RCC work incl. straightening, cutting, placing in position and binding all complete Fe.500 Grade (Comforming to IS:1786-1985) upto floor 5 level complete job incl. all carriages. |
| 7 | Centering shuttering, strutting and propping etc and removal of form work in incl. all leads lifts, carriages and scaffolding etc complete job.(foundation footing, bases of columns etc). |
| 8 | Structural steel work in single section, fixed with or without connectingplate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. A) New |
| 9 | 40% Avaialble |
| 10 | 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. 9made of G.I. wire of 4mm) incl. carriage by mechanical transport upto site of work. New |
| 11 | 30% available |
| 12 | Painting on steel work with synthetic enamel paint of approved brand and manufacture in all shades to give an even shade shade (two or more coats) on new work incl. priming coat of zinc primer complete. |
| 13 | 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. |
| 14 | Demolishing cement concrete manually/mechanically incl. disposal of material within 50 metres lead as per direction of Engineer Incharge in 1:3:6 |
| 15 | Removal and dismentling of existing chain link fencing by using balcksmith with labours and machinary etc incl. staking of servicable and disposal of unservicable. |
| 16 | Levelling & FillingSupply spreading and levelling of good earth in layers not exceeding 30 con thick wit ramming, dressing, watering and rolling the top layer with power road roller/COMPACTOR 8- 10 ton capacity inci all leads, lits, royalties, taxes and camages complete ind engagement of skilled labour for levelling of top surface upto the desited level/finish as directed by the Engineer Incharge |
| 17 | Grassing with selection no 1 grass including watering & maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing including supplying of sand with grass turf as required etc complete job |
| 18 | Cricket competition PitchEarth 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 : |
| 19 | Consolidation of pitch base to required gradient and X-section using Power Road Roller 8-10 Tonne Capacity to achieve the required density. |
| 20 | 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 |
| 21 | 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 |
| 22 | 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 vinrator complete. |
| 23 | 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. |
| 24 | Electric PartDesing, supply, installation, testing and commissioning of LED Luminaries to illuminate sports fields for national level non televise matches, with lux level (vertical & Horizontal) glare level as National lighting code (SP 72:2025), maintenance factor > 0.85, uniformity, glare and other parameters as per National lighting code (SP 72:2025) as amended up to date. The luminaries shall be fixed on High Mast pole with Head frame and shall comply with specification given in tender documents. the product shall comply with EN 62471 for Photo-biological safety. CRI > 70, SDCM < 5, IK08, IP 66, Flicker < 5%, CCT 5700 to 6000, Surge Protection 15 KV, Efficacy > 120 lm/w Input Voltage range 140 to 280 volt, THD < 10%, power factor > 0.95 Ambient temp - 10 to 50 Degree C. The LED shall be compliant with LM80-79 standard with Useful L70 life of 50000 Hrs (Complete LM 80 test report for LED should be submitted for 10000 hrs. of testing) at ambient temperature of more than 85 Deg. The luminaire should comply with all the required IEC and IS standards. LM79 and LM80 reports must be submitted from a NABL accredited laboratory. Luminaire and driver must have BIS certificate and the same must be submitted for records. For Proper Aiming luminaire should have provision for mounting of laser aiming device. (Approved LED makes – Osram, Cree, Nichia, Lumileds or equivalent and approved driver make - Meanwell, Inventronics, ATCO Electronics, Moso or equivalant or same make as of luminaries) Sports Light fitting approved makes: Phillips / Lightning Technology/BAJAJ/Wipro/NERI/Transrail or equivalantNote1: The illumination design (dialux or equivalant report and design parameters) is to be vetted by institutions like NIT or IIT. The illumination level given below are minimum. If the agencies design vetted by the above institutions are superior in design, then same shall be adopted for which nothing extra shall be paid. Note2: The agency should obtain and submit to department 5 years onsite warranty for luminaries from manufacturers.AVG LUX - 300 LUX and Design shall be based on IS:2149:1970, IS:1944(Part V):1981, NLC SP-72:2010, IS:5986, IS:2629, ISO 1461 and other reference code as decided by Engineer-in-charge |
| 25 | SITC of single dome LED AOL with connection of electrical supply 220-240 V power supply suitable connection etc. complete as required.(Approved Makes: Phillips / Lightning Technology/BAJAJ/Wipro/NERI) |
| 26 | CablesSupply and laying of following sizes 1.1 KV FRLS XLPE insulated cable with copper/Al conductor, PVC inner sheathed, overall PVC sheathed stranded and twistedcable in conformity to the technical specification and as per latest IS - codes.Supply and lying 3C x 2.5 sq.mm Cu conductor, unarmoured flexible. |
| 27 | Supply and lying 3.5Cx120sq.mm, Al conductor, XLPE insulated armoured cable. |
| 28 | Supply and lying 3.5Cx135sq.mm, Cu conductor,XLPE Armoured |
| 29 | Supply and lying 4Cx116 sq.mm, Cu conductor,XLPE Armoured |
| 30 | Conduit SITC of 25 MM MS flexibale conduit |
| 31 | Termination3CX 2.5sqmm unarmoured CU cable |
| 32 | 4CX 35sqmm Armoured AL cable |
| 33 | 3.5CX 120sqmm armoured AL cable |
| 34 | 4CX 16sqmm Armoured AL cable |
| 35 | EarthingSupply and lying of Chemical/Maintenance free Earthing with complete accessories |
| 36 | Providing and fixing 25 mm X 3 mm G.I. strip from earth electrode, as required. |
| 37 | High Mast Fixed TypeDesigning, Supply, Installation, testing & commissioning of 30m Hot dip galvanised, polygonal high masts with fixed head frame/cross arms suitable for mounting up to 48 nos. of LED Flood Light complete with all accessories as per specification. The lights shall be mounted on top surface of each crossarm only. Hanging type mounting of LED lights is to be avoided.Each mast shaft section shall have only one longitudinal weld and with out any circumferential weld joint. Sections with more than one longitudinal weld shall not be accepted. The height of the mast from base to TOP of head frame shall be 30mtrs.The mast shaft shall be manufactured from high tensile steel plates confirming to BS EN 10025 having minimum yield strength of 355N/Sq. mm. Hight mast OEM should have been NABL certification for high mast structure material or should have a valid certification of ISO 9001. The pole shall includea) foundation bolts design of suitable length , 75mm dia DWC/PVC/GI- pipe for cable entry b) Supplying, installation, testing and commissioning of CAJB/control panel. Mast pole with necessary controlling incoming and outgoing switchgears for motor for lifting and lowering main rider unit, cabling for sports light fittings from sports light fittings to controlling switchgears control, aviation light control complete including connection etc. as required.c) Earthing of structure as per the relevant IS standards Note1: The firm shall provide structural and foundation design ( including SBC tests, wind load (upto 170 kmph) and snow load calculation sheet, Structural stablity certificate, foundation design and Anchor bolt design refering to IS 875 part 3 and IS 800), the design shall confirm to structural stability in seismic zone 6, which is to be vetted by institutions like NIT or any approved structural engineer qualified for the job for which nothing extra shall be paid. (Approved Sports Light High mast / Pole makes: BAJAJ / VALMOUNT/ TRANSRAIL/RR Ispat (Consoul)/Utkarsh) or equivalant(Paid Seperately)Note2: The agency should obtained and submit to department, 25 years warranty certificate of high mast structure. Note 3: Height of the mast shall be measured from the top of the head frame section to the bottom of the base plate excluding height of aviation light. (single dome LED AOL.)Note3: Design shall be based IS:1875(Part IIII):1987, S:800:2007, BS EN 10025 S355/JISG3101 SS400, BS 5135, IS:5986, IS:4759, IS:2629, IS:2062 , ISO 1461 and other reference code as decided by Engineer-in-charge |
| 38 | Marinder:The Mast should have comprehensive arrangement of motorised climbing mechanism (man rider) cage unit for accessing the head frame for repair / maintenance purpose with all safety arrangement like free fall arrester / overload protection etc.The mobile man rider unit which shall be common to all four masts with a minimum safe load carrying capacity of 300Kgs and sufficient space for carrying two persons with tools and at least one LED Light.The operational requirements are as follows: Climbing speed: 4 Meters / Minute (minimum) Voltage rating: 3-phase, 400V, 50Hz AC Motor Capacity: 300kgs minimum |
| 39 | Feeder Piller high mast PanelSupplying, installation, testing and commissioning of IP 55 cubicle type High mast Lighting Panel suitable for 415 volt, 3 phase, 4 wire 50 HZ AC supply system, fabricated in compartmentalized design from CRCA steel of 2 mm thick for frame work and covers, 3 mm thick for gland platees, including cleaning and finishing complete with 7 tank process having extensible type TPN aluminium alloy bus bar of high conductivity, with base frame of M.S. section of suitable size, copper earth bar of size 25mmx 3mm at the rear with 2 nos earth stud, complete with control wire, cable alleys, cable gland plates, includingfollowing items mentioned below.INCOMER:-1 No. 63A, TPN MCCB (15kA) with thermo magnetic releases and all required accessories.1 Set phase indication lights (R, Y, B) Solid state type (LED)1 No. 0 to 500V, AC, Volt Meter with VSS & control fuses.1 No. 0 to 100A, Ammeter with ASS &CT's. of ratio 100/5A and class-1 accuracy.Auto Manual SwitchBUS BARS:- 100A 4 wire 3 phase 35KA Aluminium bus bars OUT GOINGS:- 1 Nos 32A Four Ploe MCB for Man Rider.2 nos. + 1 Spare 10A SPN MCB - for Aviation Light12 nos. + 2 Spare 10A SPN MCB - for Light fixture. |
| 40 | Main Panel supply ,Installation, testing and commissioning of IP 55 cubicle type High mast Lighting Panel suitable for 415 volt, 3 phase, 4 wire 50 HZ AC supply system, fabricated in compartmentalized design from CRCA steel of 2 mm thick for frame work and covers, 3 mm thick for gland platees, including cleaning and finishing complete with 7 tank process having extensible type TPN aluminium alloy bus bar of high conductivity, with base frame of M.S. section of suitable size, copper earth bar of size 25mmx 5mm at the rear with 2 nos earth stud, complete with control wire, cable alleys, cable gland plates, including following items mentioned below. The panel should be suitable for Pedestrail mounting type 500mm above ground level with necessary base frame. The panels shall be designed for minimum expected ambient temperature of 52 degree Celsius, 100 percent relative humidity and dusty weather.drawing to be approved fron EICINCOMER:-1 No. 150A, TPN MCCB (55kA) with thermo magnetic releases and all required accessories.1 Set phase indication lights (R, Y, B) Solid state type (LED)1 No. 0 to 500V, AC, Volt Meter with VSS & control fuses.1 No. 0 to 200A, Ammeter with ASS &CT's. of ratio 200/5A and class-1 accuracy.Outgoing4 Nos. 63A TPN MCCB (15kA) with thermo-magnetic releases. |
| 41 | Supply of foundation bolts manufactured from special steel along with nuts, washers, anchor plate and common template as per OEM design. |
| 42 | Power Supply partSITC of 200KVA Substation complete in all respects alon with eartning , LT distributio box, cables, Channel iron protection equipment, poles insulators, and all requsite hardware, |
| 43 | Supplying & Laying of one number XLPE Insulated and PVC Sheathed aluminium conductor armoured cable of 1.1 KV grade ISI marked conf. to I.S:7098 (Part-I) of following size in the existing RCC/ HUME/ METAL pipe as required.3½ X 185 sq. mm |
| 44 | Supply installation, testing and commissioning of 160 kVA Silent D.G. Set Model (415V/ 50 Hz) Prime rating, ±1% voltage regulation, electric start, H class insulation, turbo charged and after cooled engine, CPCB-IV+ Emission Compliant, Radiator-cooled, coupled with alternator mounted on a common base frame along with following accessories;* DG Set Synchronization Controller* Remote Monitoring Facility* Residential Silencer* Batteries with connecting leads* Aftertreatment* DEF PETU* Inbuilt Fuel Tank with connecting pipes* AVM pads* First fill of Lube Oil & Coolant* Acoustic Enclosureconforming to relevant IS/IEC standards like IS 4722, 13364, 15242, 3043 etc.along witth requsite cables and other hardware and equipment as required at site as directed by site incharge |
| 45 | Supply installation and testing and commissioning of contactor based AMF Panel including battery charer along with auto/manual mode and audio visual annunciation feature, duly fitted with 600 A MCCBs 3 pole 50KA with Adjustable amperage and 200A, 440V, 50kA TPN tinned copper Bus Bar all insulated with provision for tapping all the three phases and neutral in a CRCA sheet steel powder coated IP 54 enclosure conforming to Is/IEC 61439 standards including all carriages complete |
| 46 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench including sand cushioning and protective covering etc., complete as required63 mm dia (OD-63 mm & ID-51 mm nominal) |
| 47 | 120 mm dia (OD-120 mm & ID-103 mm nominal) |
| 48 | Mehandi Kadal Anantnag Building12mm cement plaster in 1:4 mix (1 cement :4 fine sand) with all leads lifts and carriages etc complete job. |
| 49 | Providing and applying 2mm white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface toprepare the surface even and smooth complete. |
| 50 | 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 including priming coat of water exterior paint applied @ 2.20Kg/10Sqm). |
| 51 | Providing and fixing gang saw cut, mirror polished, premoulded and prepolished, machinecut for kitchen platforms, vanity counters, window sills, facias and similar locations, ofrequired size, approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed withmatching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing toedges to give high gloss finish etc. complete at all levels |
| 52 | providing and fixning of ornamental grill work using MS angles flats square bars etc including a coat of steel primer complete |
| 53 | providing and fixing of collapsabe steel door shutters incl all complete job 20x10x2mm |
| 54 | Structural steel work welded in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. |
| 55 | P/F ACP (Aluminium composite Panel) boxing on exterior walls, soffits etc with PVDP coating and LDPE core laminated Eurbond/Altobond/Alubond exterior grade with 4mm thick composite of (0.5 mm-3mm-0.5mm) including fabrication for the same with aluminium section, required hardware, silicon sealant masking tape, necessary scaffolding etc complete job |
| 56 | P/F Ist quality ceramic glazed tiles confirming to IS 13753 of minimum thickness 5mm of approved make like RAK, ORIENT, ASIAN in all colours shades as approved by EIC at site on walls over 12mm thick bed of cement amortar 1:3 (1Cement:3Fine Sand) and jointing with grey cement slurry @ 3.3Kg or Sqmm including Pointing in Wehite Cement with pigment and matcing shades complete job. |
| 57 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS:15622 of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigmentsetc. complete Size of tile 600x600 mm |
| 58 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc. including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete ,including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steelbolts etc. of required size, on the top of the floor or the side of waist slabwith suitable arrangement as per approval of Engineer-in-charge, (forpayment purpose only weight of stainless steel members shall be consideredexcluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 59 | 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) |
| 60 | Dismentling of damaged ceiling /soffit /gable by engaging skilled and unskilled manpower incl. dispoal of unserviceable items and and stacking of serviceable items incl necessary supporting structure. |
| 61 | 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. |
| 62 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 63 | 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 40 mm nominal size crushed aggregate . |
| 64 | 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 |
| 65 | 18 MM thick and rubbed stone flooring over 20mm thick base of with mortar 1:5 with |
| 66 | extra for pre finished nosing in treads of steps of sandstone slab |
| 67 | P/l 22mm chequered floor tiles (anti Skid) in different sizes (thickness to be specified by the manufactuerer) with water absorption less than 0.08% and conforming to IS:15622 of approved make in all colors and shdes, laid in 20mm thick cement mortar 1:4 mix (1cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. |
| 68 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 69 | supply spreading of fine sand over compacted earth incl. ramming, dressing including engagement of skilled labours for the same incl. all carriages upto site. |
| 70 | Grassing with selection no. 1 grass including watering & maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing including supplying of good earth if needed (the good earth shall be paid separately.) |
| 71 | Site clearance from drains incl lead and lifts etc anddisposal of the same etc complete job. |
| 72 | Lalan AnantnagNet Practice Pitch 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 : |
| 73 | P/L of stone soling hand packed,incl ramming with heavy rammer incl. all carriage upto site of work |
| 74 | 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 40 mm nominal size crushed aggregate (Including carriage ) |
| 75 | P/L in position Reinfored cement concrete of specified grade excluding the cost of shuttering and centring finishing and reinforcement all work upto plinth level 1:1.5:3 Mix |
| 76 | Steel reinforcement for RCC work incl straightening ,cutting, hoisting ,placing, in position all complete (TMT Bars incl. Carriage |
| 77 | 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. Hot finished welded type tubes (65 mm dia pipe of 4.5mm thicness) |
| 78 | Centering and shuttering incl shuttering propping etc and removal of form work for foundation footing bases of columns |
| 79 | P/F of synthetic polythene twin thickness knotted net 3 mm guage and 50x50 mm mesh |
| 80 | Cricket competition PitchEarth 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 : |
| 81 | Consolidation of pitch base to required gradient and X-section using Power Road Roller 8-10 Tonne Capacity to achieve the required density. |
| 82 | 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 |
| 83 | 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 |
| 84 | 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 vinrator complete. |
| 85 | 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. |
| 86 | 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 : |
| 87 | Supplying/filling boulders tightly hand packed under foundation & under floors incld. all leads, lifts and all carriages upto site of work complete. |
| 88 | 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 20mm nominal size) |
| 89 | 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 |
| 90 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 91 | Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required |
| 92 | 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. |
| 93 | Painting on steel work with synthetic enamel paint of approved brand and manufactureto give an even shade. |
| 94 | Providing and laying of Random Rubble masonry laid dry in wire crates with 4mm dia black annealed wire conforming to 15 2080 and IS 4826 in 1000 x 1000mm mesh woven diagonally Incl 20% extra foe laps and joints laid with quarry stones as per drawing and technical specifications including all carriages of material from source to site with all leads and lifts |
| 95 | 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. |
| 96 | Baghi Nowgam Anantnag Levelling and fillingSurface 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. |
| 97 | Consolidation of field to required gradient with power road roller/COMPACTOR 8-10 ton capacity incl. all leads, lits, royalties, taxes and carriages complete incl. engagement of skilled labour for levelling of top surface upto the desited level/finish as directed by the Engineer Incharge |
| 98 | Cricket competition PitchEarth 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 : |
| 99 | Consolidation of pitch base to required gradient and X-section using Power Road Roller 8-10 Tonne Capacity to achieve the required density. |
| 100 | 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 |
| 101 | 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 |
| 102 | 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 vinrator complete. |
| 103 | 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. |
| 104 | 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 : |
| 105 | Supplying/filling boulders tightly hand packed under foundation & under floors incld. all leads, lifts and all carriages upto site of work complete. |
| 106 | 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 20mm nominal size) |
| 107 | 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 |
| 108 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 109 | Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required |
| 110 | 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. |
| 111 | Painting on steel work with synthetic enamel paint of approved brand and manufactureto give an even shade. |
| 112 | FoundationEarth 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 : |
| 113 | P/L stone soling hand packed incl ramming with heavy rammers all carriage upto site of work |
| 114 | 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 20mm nominal size) |
| 115 | Providing and laying in position M-25 grade Reinforced Cement Concrete for reinforced cement concrete work, using cement content as per nominal Mix of 1:1:2 (stone aggregate 20mm nominal size aggregate), including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures (if any) in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in charge. |
| 116 | Centering & shuttering including strutting, propping etc. and removal of formwork etc Foundations, footings, bases for columns |
| 117 | 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. |
| 118 | Carriage of materials by M.T from source to site of worka) Sand, Stone aggregate for an average lead of 15 kms Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 05, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysAug 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender