Tender For Upgradation Of Shahabad -Khankah Road. - Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: EXECUTIVE ENGINEER R AND B DIVISION AWANTIPORA. Name of Work:Upgradation of Shahabad -Khankah Road. Contract No:- 98/EEA/RNB of 2025-26/5768-78 DATED: 24/10/2025 (Advertised Cost 87.37 Lacs including cost of GST) MH: UT Capex Road Sector(NEW WORKS)2025-26 AAA: 155-SE/PS of 2025-26 Dated: 16.10.2025.and TS No: 171-SE/PS of 2025-26 Dated: 22.10.2025. 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 # Sl.No. 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 Without Taxes inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words 2 Felling of Trees. 3 Felling Trees of the girth measured at hight of 1m above ground level including cutting of trunk and branches, removing the roots and stacking of servicable material and disposal of unserviciable material beyond 30cm girth upto and including 60 cm girth 4 Felling Trees of the girth measured at hight of 1m above ground level including cutting of trunk and branches, removing the roots and stacking of servicable material and disposal of unserviciable material beyond 60cm girth upto and including 120 cm girth 5 Felling Trees of the girth measured at hight of 1m above ground level including cutting of trunk and branches, removing the roots and stacking of servicable material and disposal of unserviciable material beyond 120cm girth upto and including 240 cm girth 6 Pavement. 7 Supply and filling of RBM/Quarry Material of specified and required size as directed including dressing, ramming watering and compacting with power roller to required gradient and camber with carriage of all material involved loading, unloading and stacking complete. 8 Supplying and stacking of graded stone aggregate at site of size excluding all carriage involved complete.63-45mm size (quarry Woyen). 9 Supplying and stacking of stone screenings, chippings at site excluding all carriage involved complete. 13.2mm nominal size (Type-A) 10 Supplying and stacking of moorum (stone dust) at site excluding all carriage involved complete. 11 Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. 12 Carriage of material by Mech. Transport from Source to site of work. 13 Stone Agg 63mm-45mm size for an average lead of 28 kms 14 Screening for an average lead of 28 kms lead. 15 Moorum/Stone dust for an average lead of 28 kms. 16 Construction of Cement Concrete R-Wall (1.20 Mtr). 17 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 soils 18 Disposal of Excavated material by M.T for an average lead of 1 km 19 Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete. 20 Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:4:8 (1cement: 4fine sand: 8 graded stone aggregate 40mm nominal size)(Crushed). 21 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. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 22 Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. 23 Supply and filling ofNallah boulders as back filing of specified and required size as directed including carriage of all material involved loading, unloading and stacking complete. 24 Providing and fixing in position weep holes in abutments and other approach walls with 75mm dia PVC pipes cut to length and profile as required to be installed in concrete including all carriages and other incidental charges as per clause 2706 of MORTH specifications 25 Carriage of material by Mech. Transport from Source to site of work.Stone Agg/Sand for an average lead of 10 kms. 26 Construction of PCC Retaining Wall.( Height 1.50 mtr). 27 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 soils 28 Disposal of Excavated material by M.T for an average lead of 1 km 29 Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete. 30 Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:4:8 (1cement: 4fine sand: 8 graded stone aggregate 40mm nominal size)(Crushed). 31 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. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) 32 Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. 33 Providing and fixing in position weep holes in abutments and other approach walls with 75mm dia PVC pipes cut to length and profile as required to be installed in concrete including all carriages and other incidental charges as per clause 2706 of MORTH specifications 34 Supply and filling ofNallah boulders as back filing of specified and required size as directed including carriage of all material involved loading, unloading and stacking complete 35 Carriage of material for an average lead of 10kms (Stone Agg and Sand. 36 Construction of 1.50 m RCC Box Type Culvert. 37 Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. 38 Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar 39 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 soils 40 Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete. 41 Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:4:8 (1cement: 4fine sand: 8 graded stone aggregate 40mm nominal size)(Crushed). 42 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) 43 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) 44 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) 45 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. 46 Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts. 47 Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. 48 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. 49 Providing and fixing in position weep holes in abutments and other approach walls with 75mm dia PVC pipes cut to length and profile as required to be installed in concrete including all carriages and other incidental charges as per clause 2706 of MORTH specifications 50 Supply and filling of RBM/Quarry Material of specified and required size as directed including dressing, ramming watering and compacting with power roller to required gradient and camber with carriage of all material involved loading, unloading and stacking complete. 51 Carriage of material by Mech. Transport from Source to site of work. 52 Stone Agg/Sand for an average lead of 10 KM. 53 Construction of PCC Drains 54 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 soils 55 Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete. 56 Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto plinth level 1:4:8 (1cement: 4fine sand: 8 graded stone aggregate 40mm nominal size)(Crushed). 57 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 58 Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. 59 Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded 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. 50 mm thick with 20mm nominal size stone aggregate. 60 Supply and filling ofNallah boulders as back filing of specified and required size as directed including carriage of all material involved loading, unloading and stacking complete 61 Carriage of material by Mech. Transport from Source to site of work. 62 Stone Agg/Sand for an average lead of 10 KM. 63 Providing and Laying of RCC Spun pipes. 64 Providing and laying of 12 Φ RCC spun pipes in proper level and grade including trench excavation and cushion as per clause 2900 of MORTH specification including all carriages involved complete 65 Providing and laying of 15 Φ RCC spun pipes in proper level and grade including trench excavation and cushion as per clause 2900 of MORTH specification including all carriages involved complete 66 Providing and laying of 18 Φ RCC spun pipes in proper level and grade including trench excavation and cushion as per clause 2900 of MORTH specification including all carriages involved complete 67 Providing and laying of 24 Φ RCC spun pipes in proper level and grade including trench excavation and cushion as per clause 2900 of MORTH specification including all carriages involved complete 68 Providing and laying of 30 Φ RCC spun pipes in proper level and grade including trench excavation and cushion as per clause 2900 of MORTH specification including all carriages involved complete Total in Figures 8737115.262 8737115.262 INR Eighty Seven Lakh Thirty Seven Thousand One Hundred & Fifteen and Paise Twenty 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
