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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: foRrh; o\\"kZ 2025&26 ds vUrxZr ihyhHkhr cLrh ekxZ ¼,u-,p- 730½ fdeh- 41 ls iwjuiqj fljlh xksikyiqj vthriqj fcYgk gksrs gq, iwjuiqj c.Mk ekxZ rd ¼vU; ftyk ekxZ½ ds pkSM+hdj.k ,oa lqn`<+hdj.k dk dk;ZA Contract No: 828/76C(A)(ET)-08/25-26 DATE-03.02.26 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 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thicknessas per MORTH Specification section 200 complete in all respects. |
| 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 | 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. |
| 5 | 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 table No. 300-2 of MORTH specifications, as per MORTH Specifications section 300 complete in all respects. |
| 6 | Construction of granular sub-base Grading 1 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, as per section 400 of MORTH specifications complete in all respects. |
| 7 | Providing, laying, spreading and compacting graded stone aggregate 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) |
| 8 | Providing and applying primer coat with SS1 grade emulsion (HINCOL) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. As per MORTH Specification Clause 502 (5.1) |
| 9 | Providing and laying dense graded bituminous macadam Grading 1 with 80 - 100 TPH capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 (IOC/HPCL) @ 4.0 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. |
| 10 | 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 section 500 / relevant IRC codes complete in all respects. |
| 11 | 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-30 (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. |
| 12 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 13 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement (PQC M-35) over a prepared sub base with approve grade cement PQC M35 with @ 400 kg of cement per cum, mini., coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished In continuous operation including provision of contraction, expansion, construction and longitudinal Joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tle rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per MORTH specifications Section 600 / Clause 602 complete in all respects |
| 14 | 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. |
| 15 | PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300 |
| 16 | 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. |
| 17 | Reinforced Cement Concrete grade M-25, complete in all respects as per Drawings and MORTH Technical Specifications Section 1700, 1000, 2100, 2200, 2300 etc. using Batching Plant. |
| 18 | Reinforced Cement Concrete grade M-30, complete in foundation all respects as per Drawings and MORTH Technical Specifications Section 1700, 1000, 2100, 2200, 2300 etc. using Batching Plant. |
| 19 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications section 1600 complete in all respects. |
| 20 | Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications As per MORTH Specification. Clause 1300 & 2200 |
| 21 | 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 drawing foce. Complete as per drawing and Technical Specifications Clause 2706 & 2200 (13.8) |
| 22 | Providing Cost of dewatering I/c cost of boaring,laying of 4\\" dia P.V.C.pipe ,hire charges of 7.50 K.V.Deisel pumping set ,hire Charges of P.V.C. pipe & cost of 4\\" dia plastic pipe for disposal of water as required distance also I/c wages of repairing leakage during operation with hire charges of tractor I/c loading & unloading pumping set.(as per Non schedule item 12.45.4 A) |
| 23 | 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. |
| 24 | Sand Filling in Foundation Trenches as per Drawing & Technical MORTH Specification section 300 complete in all respects. |
| 25 | Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrangements as per as directed by Engineer. |
| 26 | 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. |
| 27 | For 1000mm dia NP-3 Hume Pipe - 7.50 R.M |
| 28 | 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 762b |
| 29 | 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 drawing and Technical specification. Clause No. 15.1 (2503). |
| 30 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. Clause No. 15.5 (2504). |
| 31 | Supplying and Laying of Compacted 40 mm gauge brick ballast around and below Hume Pipe comlete in all respects as per specifications section 2800, 2900 etc. complete in all respects. |
| 32 | Providing and Laying of 1000 mm dia RCC Hume Pipe NP-3 Class etc. Complete. |
| 33 | Providing and Laying of 350 mm dia RCC Hume Pipe NP-3 Class etc. Complete. 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 |
