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| 1 | 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: Construction/Upgradation of interior roads of Padgampora Larkipora. Contract No:- 195/EEA/R&B of 2025-26/10852-62 Dated: 03-03-2026 Advertised Cost : Rs 197.67 Lacs including cost of GST {Base Contract Price = Rs..167.52 Lac + GST @18%= Rs 30.15 Lacs } MH: UT CAPEX Road Sector 2025-26 (New works) AAA: 253-SE/PS of 2025-26 dt.11.02.2026 and TS No: CE/R&B/SK/TS/321 of 2025-26 Dated: 26.02.2026. 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 (excluding GST) 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 (excluding GST) inRs. P TOTAL AMOUNT (excluding GST) TOTAL AMOUNT In Words |
| 2 | Engagement of Hydraulic Excavator for site clearance removal of Loose material/Dumped material and road curve development, removal of Tree Trunks, including the disposal of material by Mechanical Transport as per the Directions of Engineer-incharge. |
| 3 | Supply and filling of RBM/Nallah Material including leveling dressing, ramming watering and consolidation with power roller to required gradient and camber with carriage of all material involved loading, unloading and stacking complete. |
| 4 | Supplying and stacking at site crushed stone aggregate of size 63-45mm excluding carriage (quarry Woyen). |
| 5 | Supplying and stacking of stone screening at site excluding carriage13.2mm nominal size (Type-A) |
| 6 | Supplying and stacking of moorum (stone dust) at site excluding carriage. |
| 7 | 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. |
| 8 | Carriage of material by Mech. Transport from source to site of work. |
| 9 | stone aggregate of size 63-45mm size for an average lead of 30 kms. |
| 10 | stone Screening for an average lead of 30 kms. |
| 11 | Moorum/Stone dust for an average lead of 30 kms. |
| 12 | Macadamization |
| 13 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts,laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge including carriges of all material involved complete |
| 14 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M./WMM surface @ 0.75 Kg/sqm. including carriges of all material involved complete |
| 15 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder,, trasported to site by Tippers ,laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 -100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 16 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 17 | Providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. including carriges of all material involved complete |
| 18 | Supply and filling of Khak Bajri for development of berm including ramming, dressing, watering and consolidation with Power Road Roller (8-10 Tonne to regquired gradient and camber including all carriages with loading, un-loading, stacking etc. |
| 19 | Construction of cement concrate R-Wall. |
| 20 | 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 : |
| 21 | Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete. |
| 22 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 23 | 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) |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases for columns, mass conrete. |
| 25 | 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 |
| 26 | Supply and Laying of RBM Behind R-Wall including all charges loading un-loading & stacking complete. |
| 27 | 12mm Cement Plaster of mix 1:4(1 cement:4 coarse sand) |
| 28 | Carriage of material by MT from source to actual site of work |
| 29 | Stone Aggregates 15kms |
| 30 | Sand 5kms |
| 31 | Construction of cement concrate Drain. |
| 32 | 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 : |
| 33 | Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete. |
| 34 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 35 | 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) |
| 36 | cement concrete flooring 1:2:4 ( I cement,2 coarse sand ,4 graded stone agg) finished with a floating coat of neat cement i/c cement slurry but excl. the cost of nosing of steps etc complete 50mm thick with 20mm stone agg crushed |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 39 | 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. |
| 40 | Carriage of material by MT from source to actual site of work |
| 41 | stone Aggregates 15kms |
| 42 | Sand 5kms |
| 43 | Providing and Laying of RCC pipes. |
| 44 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Including carriages |
| 45 | 300 mm dia |
| 46 | 450 mm dia |
| 47 | 600 mm dia |
| 48 | Providing and laying of 200 mm Φ MS pipes in proper level and grade including trench excavation and cushion as per clause 2900 of MORTH specification including all carriages involved complete (6 mm thick) |
| 49 | Construction of NRV.(Civil and Mechanical work). |
| 50 | 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:Rate for a lead upto 1 meter fromcutting edge All kinds of soil. |
| 51 | Providing and laying of stone soiling dully hand packed including carriage of stone soling with loading unloading and stacking complete. |
| 52 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 53 | 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) |
| 54 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.:(Welded NRV-as per the design)….....600mm dia and as directed by EIC. |
| 55 | Reinforcement for RCC work incld straightning, cutting, bending, placing in position & binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more |
| 56 | 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. |
| 57 | Providing and fixing of rubber seal to gate for checking leakages PVC-ist /1ST Quality of approved brand complete job as directed by EIC. |
| 58 | Carriage of material by MT from source to actual site of work |
| 59 | Sand and Stone Aggregate for an average lead of 10 km Total in Figures 16751717.183 16751717.183 INR One Crore Sixty Seven Lakh Fifty One Thousand Seven Hundred & Seventeen and Paise Eighteen 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 |
