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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: SE-BDN-PBT Circle, PWD, Bareilly Name of Work: o\"kkZ ,oa ck<+ ds dkj.k fo\"ks\"k ejEer ds vUrxZr o\"kZ 2024&25 ds vUrxZr ihyhHkhr ek/kksVkaMk dyhuxj \"kkgx< vklke ekxZ ¼v-ft-ek-½ fdeh- 22] 23] 24] 25 ,oa 39 esa ck< ls {kfrxzLr ekxksZ@iqfy;ksa ds dVku ds LFkku ij vkj-lh-lh- dYoVZ] igqWp ekxZ ,oa lqj{kkRed dk;Z dh ejEer dk dk;ZA Contract No:8447/76C (A) (E.T.)-08/25-26 Date 17-11-2025 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. Description of item (with brief specification) Item Code / Make Quantity Units Estimated Rate 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 TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Providing cost of dewatering including cost of boaring laying of 4\" dia PVC pipe hire charges of 7.50 KV deisal pumping set hire charges of PVC pipe & cost of 4\" dia plastic pipe for desposal of water as required distance also including wages of pumping set oprator its fuel etc. As per DSR 12.45.4 (a) |
| 3 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialas per MORTH Specification section 200, 300 complete in all respects. |
| 4 | PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300 |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 |
| 6 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement (Sail/Tata/JSPL) in Foundation complete as per Drawing and Technical MORTH Specifications section 1600 complete in all respects. |
| 7 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drainage face complete as per drawing and Technical MORTH Specifications Section 2700 & 2200 etc. |
| 8 | Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrangements as per as directed by Engineer. |
| 9 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification |
| 10 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialas per MORTH Specification section 200, 300 complete in all respects. |
| 11 | PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300 |
| 12 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 |
| 13 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement (Sail/Tata/JSPL) in Foundation complete as per Drawing and Technical MORTH Specifications section 1600 complete in all respects. |
| 14 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drainage face complete as per drawing and Technical MORTH Specifications Section 2700 & 2200 etc. |
| 15 | Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrangements as per as directed by Engineer. |
| 16 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification |
| 17 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORTH specifications, as per MORTH Specifications section 300 complete in all respects. |
| 18 | For 1000mm dia NP-3 Hume Pipe - 7.50 R.M |
| 19 | Brick soling with straight over burnt bricks laid on edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8\") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour and T&P etc. required for proper completions of the work. SOR Chp. 20 SN 762(a) |
| 20 | Dismantling of existing structures Reinforced cement concrete, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. Clause No. 2.4 (202). |
| 21 | Dismantling of existing structures ,Brick work/ Tile Work including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. Clause No. 2.4 (ii) (202). |
| 22 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Carted Upto 3.00 Km) clause 305 (3.16) |
| 23 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of MORTH Specifications Section 300, table No. 300-2 of MORTH specifications section 300 complete in all respects. (Carted Upto 3.00 Km) |
| 24 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH specifications complete in all respects. In two layers. |
| 25 | Providing, laying, spreading and compacting graded stone aggregate Lalkuan Quarry to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. As per MORTH Specification Clause 406 (4.14). In two layers. |
| 26 | Providing and applying tack coat with VG-10 (IOC/HPCL) using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per MORTH Specifications section 500 / relevant IRC codes complete in all respects. |
| 27 | Providing and laying dense graded bituminous macadam Grading 2 with 80 - 100 TPH capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 (IOC/HPCL) @ 4.5 per cent, mini., by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification section 500 complete in all respects. |
| 28 | Providing and applying tack coat with VG-10 (IOC/HPCL) using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom, as per MORTH Specifications 500 complete in all respects. |
| 29 | Providing and laying bituminous concrete Grading 2 with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 (IOC/HPCL) @ 5.4 per cent, mini., of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specifications 500 complete in all respects. |
| 30 | Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 and Fixing with Plain/Reinforced Cement Concrete Grade M-25 in foundation complete as per Drg. and Technical Spec\"ns. |
| 31 | Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) |
| 32 | Providing and laying Filter material underneath pitching in slopes complete As per MORTH specification 2504 (15.5) in all respect. |
| 33 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete As per MORTH specification 2503 (15.1) in all respect. |
| 34 | Providing and laying Filter material underneath pitching in slopes complete As per MORTH specification 2504 (15.5) in all respect. |
| 35 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete As per MORTH specification 2503 (15.1) in all respect. |
| 36 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications section 1300 complete in all respects. |
| 37 | Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications. As per MORTH Specification section 1300 & 2200 complete in all respects. |
| 38 | PCC Grade M20 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300 Total in Figures 0.0 0.0 INR Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 Nos Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
