Tender For Construction Of 3-Kld Fstp (Capacity 3 Kld) At Sogam Block: Sogam Under :Sbm-G Fy:2025-26 Advertised Cost: Rs. 41.25 Lakhs
Tender Value
41.25 Lakhs
Estimated cost
Bid Submission
11 Aug 2026
3 days left
EMD
1.23 Lakhs
Bank guarantee accepted
Document Fee
1200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kupwara → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 3-Kld Fstp (Capacity 3 Kld) At Sogam Block: Sogam Under :Sbm-G Fy:2025-26 Advertised Cost: Rs. 41.25 Lakhs
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 Kupwara Name of Work:- Construction of 3-KLD FSTP (Capacity 3 KLD) at Sogam Block: SOGAM UNDER :SBM-G FY:2025-26 Advertised Cost: Rs. 41.25 Lakhs Advertised Cost: Rs. 41.25 Lakhs 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 # SNo. Item Description Item Code / Make Quantity Units Estimated Rate in Rs 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 W/O Taxes in Rs Total amount With Taxes in Rs Total amountIn Words |
| 2 | Earth work in rough excavation, banking excavated earth in layers notexceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2tonne roller or wooden or steel rammers, and rolling every 3rd and top-mostlayer with power roller of minimum 8 tonnes and dressing up in embankmentsfor roads, flood banks, marginal banks and guide banks or filling up grounddepressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil: Carraigeupto 5 kms |
| 3 | P/L of Granular sub-base (GSB) by providing close graded Materialconforming to specifications, mixing in a mechanical mix plant at OMC,carriage of mixed material by tippers to work site, for all leads & lifts, spreadingin uniform layers of specified thickness with motor grader on prepared surfaceand compacting with vibratory power roller to achievethe desired density,complete as per specifications and directions ofEngineer-in-Charge Withmaterial conforming to Grade-I (size range 75 mm to 0.075 mm)having CBR Value-30. and carriage mt 5 kms |
| 4 | Providing and laying in position specified grade of reinforced cement concreteincluding curing but excluding the cost of centering, shuttering, finishing andreinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 5 | carriage of sand/agg for 20kms lead |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level Mild steel andmedium tensile steel bars |
| 7 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm indepth, 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 : |
| 8 | Hand-packing stones /Dumping stone in Horizontal onlevel |
| 9 | Carriage of materials (Stone) by MT 5 kms Lead |
| 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 | Carriage of coarse Sand/Coarse Agg by Mt for 20 km slead |
| 12 | Carriage of Cement by MT lead 5 kms |
| 13 | 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) |
| 14 | Carriage of coarse Sand/Coarse Agg by Mt for 20 km sLead |
| 15 | Carriage of Cement by MT lead 5 kms |
| 16 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishingand reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 18 | Carriage of coarse Sand/Coarse Agg by Mt for 20 km slead |
| 19 | Carriage of Cement by MT lead 5 kms |
| 20 | Extra for use of water proofing compound in Cement concrete grade of M 20, at one kg of compound per bag of cement. |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 22 | Carriage of steel for 15kms |
| 23 | Providing and constructing burnt brick masonry for basement and superstructure with approved quality of Non-modular bricks of standard size of class designation 3.5 Newtonper sqm with cement mortar 1:6 including cost of materials,labour charges,scaffolding,curing complete as per specifications. |
| 24 | carriage of Bricks by MT Lead 10 Kms |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 27 | 20mm Cement plaster of mix:1 : 4 ( 1 cement : 4 finesand) |
| 28 | Carriage of Sand for 20 KMs Lead |
| 29 | Extra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended bythe manufacturers, for cement mortar 1:4, 20mm thickcost of materials complete as per specifications. |
| 30 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes |
| 31 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110 mm dia Tees |
| 32 | 110mm nominaldiaelbow |
| 33 | 110mm nominal diaend cap(LMR) |
| 34 | 160mm diapipesforsupport(LMR) |
| 35 | Providing and laying o fcoarse aggregate sizeas below after washing & sieving to make it free from fines &dust.53mm nominal size (AR) |
| 36 | 20mmnominl size (AR) |
| 37 | 12mm nominal size (AR) |
| 38 | Sand/Artificial Sand/Manufactured Sand (AR) |
| 39 | Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole)of following thickness in RCC1:2:4,usingfollowing HBGSjellyincludingcostof reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing andfixing in positionin allfloorsetc., complete complying with standard specification and as directed. Percolate channel perforated slabs (870mm x500mm x 75mm) AR |
| 40 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm indepth, 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 : |
| 41 | Hand-packing stones /Dumping stone in Horizontal on level |
| 42 | 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) |
| 43 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishingand reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 44 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 45 | Extra for use of water proofing compound in Cement concrete grade of M 20, at one kg of compound per bag of cement. |
| 46 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 47 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 48 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 49 | 20mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 50 | Extra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended bythe manufacturers, for cement mortar 1:4, 20mm thickcost of materials complete as per specifications. |
| 51 | Half brick masonry with commonburntclay(non- modular) bricks of class designation 7.5infoundationsandplinthincludingcuringin :Cementmortar1:4(1cement:4coarsesand) |
| 52 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type including jointing n with sealring conforming toIS:5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes |
| 53 | 160mm dia (AF PIPES) |
| 54 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110 mm dia Tees |
| 55 | 110mm nominaldiaelbow |
| 56 | 160mm diapipesforsupport(LMR) |
| 57 | Providing and laying ofCoarseAggregateof120mm- 150mm sizefree from debris and dust,includes procuring,transporation and laying into the anaerobic filter as per instruction of Engineer-in-charge |
| 58 | Supplying/Castingandfixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC1:2:4,usingfollowing HBGSjellyincludingcostofreinforcementsteelin position, cost of moulding charges, casting of slab, finishing,curingandfixinginpositioninallfloorsetc., completecomplyingwithstandardspecificationandas directed. Maintenancecovers600mmx600mmx75mm |
| 59 | Perforatedslabs480mmx580mmx75mm |
| 60 | Carriage of materials by MT Sand lead 20km |
| 61 | Aggregates av lead 20km |
| 62 | Stones lead 5KM |
| 63 | Bricks lead of 35KM |
| 64 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm indepth, 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 : |
| 65 | Hand-packing stones /Dumping stone in Horizontal on level |
| 66 | 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) |
| 67 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishingand reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 68 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 69 | Extra for use of water proofing compound in Cement concrete grade of M 20, at one kg of compound per bag of cement. |
| 70 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 71 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 72 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth andstring courses etc. |
| 73 | 20mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 74 | Extra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended bythe manufacturers, for cement mortar 1:4, 20mm thickcost of materials complete as per specifications. |
| 75 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type including jointing withsealringconformingtoIS:5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes |
| 76 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110 mm dia Tees |
| 77 | 110mm nominal dia elbow |
| 78 | 110 mm dia end cap |
| 79 | 110mm dia perforated sampling pipe |
| 80 | 110mm dia perforated pipe |
| 81 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & a 120 mm nominal size (at Inlet & at center) 120 mm nominal size (at outlet) |
| 82 | 20 mm nominl size |
| 83 | 12 mm nominal size |
| 84 | Carriage of materials by MT Sand av lead 8 km |
| 85 | Aggregates av lead 8km |
| 86 | Stones av lead 5 km |
| 87 | Earthwork in excavation by mechenical means in trenches for foundation (Not exceeding 1.5m in width), depth upto 1.5m incl. disposal of excavated earth upto 1m from cutting edge. (All Kinds of Soil) |
| 88 | Dry random rubble masonry with hard stone in foundation & plinth using Quarry stones |
| 89 | Centering and Shuttering I/c Strutting, Propping etc& removal of formwork for roof. |
| 90 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings,balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 91 | Reinforcment for R.C.C. work incl. straightening, cutting, bending, placing in position & binding all complete. |
| 92 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm indepth, 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 : |
| 93 | Hand-packing stones /Dumping stone in Horizontal on level |
| 94 | 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) |
| 95 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 96 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1cement : 6 coarse sand) |
| 97 | Filling available excavated earthin trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer byramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 98 | 20mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 99 | Supplying/Casting and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two sand and four aggregates),using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing inposition in all floors etc., complete complying with standardspecification Complete job as directed |
| 100 | Carriage of materials by MT Sand av lead 8 km |
| 101 | Aggregates av lead 8km |
| 102 | Stones av lead 5 km |
| 103 | Bricks lead of 5KM |
| 104 | Providing, fabricating,fixing of SS Screens using SS 304bars, 20 mm spacing of 4 mm thick with handle (7.5kg) including cost of material, transportation, labour charges etc complete as per direction of Engineer in charge |
| 105 | Supplying and fixing of CI openable cover with frame and hinges,coatofepoxycoatingincludingtransportation, labour charges etc all complete.Atscreeningchamber(600mmx600mm) |
| 106 | Procuring and Planting rhizomes such as canna indica, waterlily,vertiver,etc at aninterval of 0.5m including transportation & plantingAtPDB(4plantspersqm)AtPGF(4plantspersqm) |
| 107 | 110mm nomial diavent cowl premium with wire mesh Total in Figures 4125197.96 4125197.96 INR Forty One Lakh Twenty Five Thousand One Hundred & Ninety Seven and Paise Ninety Six 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 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysAug 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 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