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| 1 | Percentage BoQ BoQ_Ver3.0 Percentage Normal INR Only INR Select, At Par, Excess (+), Less (-) IOCL Tender Inviting Authority: Superintending Engineer, Sitapur/Kheri Circle, P.W.D., Sitapur. Name of Work: Construction of 3 x 16.50 Mtr Span R.C.C.Minor Bridge (well foundation),approach road & protection work in place of damage R.C.C. slab culvert of S.D.N.P.D.P.Road(S.H.-101) km-56 to Kolafarm link road km-1 Contract No: 1356/352 C/E-Tender-Sitapur-Kheri/2025-26 Dated 12-03-2026 Bidder Name : 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 # Item Description Item Code / Make Quantity Units Estimated Rate UNIT 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 & construction one span service road to reach Island location one pier to another piers. Depth of water 1.00 m |
| 3 | Providing & constructing temporary Island 13.00 mm dia for construction of well foundation for 5.50 m dia well. |
| 4 | Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. |
| 5 | Plain/Reinforced Cement Concrete,M 30 grade in Well Foundation in Well Curb complete as per Drawing and Technical Specification. |
| 6 | Plain/Reinforced Cement Concrete M 30 Grade, in Well Foundation in well Steining complete as per Drawing and Technical Specification. |
| 7 | Providing sleeves nuts of approved design and length in well steining bars including threading of bars and nuts and their fixing as directed by E.I.C. |
| 8 | Sinking of 5.00 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.(i) 0.00 to 3.00 Mtr |
| 9 | Sinking of 5.00 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.(i) 3.00 to 10.00 Mtr |
| 10 | Sinking of 5.00 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.(i) 10.00 to 20.00 Mtr |
| 11 | Plain/Reinforced Cement Concrete,M 25 Grade in Well Foundation in Plugging the Bottom of well complete as per Drawing and Technical Specification. |
| 12 | Sand Filling in Wells complete as per Drawing and Technical Specifications. |
| 13 | Plain/Reinforced Cement Concrete M 25 Grade , in Well Foundation in Intermediate Plugging of well complete as per Drawing and Technical Specification. |
| 14 | Plain/Reinforced Cement Concrete M 25 Grade , in Well Foundation in Top Plug of well complete as per Drawing and Technical Specification. |
| 15 | Plain/Reinforced Cement Concrete M 30 Grade , in Well Foundation in Well Caps complete as per Drawing and Technical Specification. |
| 16 | Reinforced Cement Concrete M 30 Grade ,in Substructure of bridge complete as per Drawing and Technical Specification. |
| 17 | Plain/Reinforced Cement Concrete M 20 Grade ,(misc.conc.) as per Direction of Engineer in charge Drawing and Technical Specification. |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications |
| 19 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 20 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. |
| 21 | Furnishing and Placing Reinforced cement concrete Grade M35 in super-structure as per drawing and Technical Specification |
| 22 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 23 | Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications |
| 24 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. |
| 25 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 26 | Drainage Spouts complete as per drawing and Technical specification |
| 27 | Reinforced cement concrete approach slab M 30 including reinforcement and formwork complete as per drawing and Technical specification |
| 28 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification |
| 29 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification |
| 30 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications |
| 31 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Chute &K.C.Drain) |
| 32 | Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days. (Chute &K.C.Drain) |
| 33 | Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600,1202&1203 (Chute &K.C.Drain) |
| 34 | Cement Plaster with cement mortar (1:4) on brickwork in sub structure as per drawing and technical specification clauses (Chute &K.C.Drain) |
| 35 | P.C.C. M-20 Coping As per SOR N0 2/4.2.2 |
| 36 | Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 |
| 37 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 38 | Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density |
| 39 | Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing, rolling with Smooth wheel roller 80-100 kN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density Grading-3. As per technical specification clause 405 |
| 40 | Brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the Engineer - in -charge. |
| 41 | Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm usingmannual means including cost of Bitumen emulsion. |
| 42 | Providing and applying tack coat with bitumen (VG-10) using bitumen pressure Distributer at the rate of 0.35 kg per sqm on the prepared surface cleaned with hydraulic broom including cost of Bitumen . |
| 43 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line ,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant ,laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat including cost of Bitumen |
| 44 | Providing and laying seal coat 'C' Type sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall including cost of Bitumen |
| 45 | Construction of shoulder with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 |
| 46 | Supply & laying 650mm. Dia NP3 R.C.C. Hume Pipe |
| 47 | Construction of embankment with approved material obtained from borrow pits transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 |
| 48 | Brick soiling with straight over burnt brick laid on edge and dry brick edging on both sides including preparation of sub grade to required camber, filling joints with local earth spreading blinding coats 1 cm. deep of local earth including all labour T&P etc required for proper completion of work Total in Figures . 33748792.5 23 INR Three Crore Thirty Seven Lakh Forty Eight Thousand Seven Hundred & Ninety Two and Paise Fifty 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 |
