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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 PWD(R&B) Spl Sub Division Gandoh Name of Work: Maintenance repair, restoration of damages emergent/urgent nature of works minor extensions of various Water Supply Schemes in Jakyas Block and its adjacent areas 2026-27 Contract No: 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 # S.No Item Description 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 | Carriage of cement,stone blocks, G.I ,C.I ,A.C ,Stainless steel,steel,C.G.I sheets and CC pipes below 100mm dia and other heavy material from Nerest source to road side of work by Mechanical Transport including loading unloading and stacking for an av. Distance as below mentioned :- (a) 01KM |
| 3 | (b) 02KM |
| 4 | (c) 03KM |
| 5 | (d) 04KM |
| 6 | (e) 05KM |
| 7 | Beyond 5KM upto 10KM Per KM |
| 8 | Beyond 10KM upto 20KM Per KM |
| 9 | Beyond 20KM Per additional KM |
| 10 | Carriage of sand & 20mm bajree from source to road side of work by Mechanical Transport including loading unloading and stacking for an av. Distance as below mentioned :- (a) 01KM |
| 11 | (b) 02KM |
| 12 | (c) 03KM |
| 13 | (d) 04KM |
| 14 | (e) 05KM |
| 15 | Beyond 5KM upto 10KM Per KM |
| 16 | Beyond 10KM upto 20KM Per KM |
| 17 | Beyond 20KM Per additional KM |
| 18 | Carriage of 40mm stone aggregate from source to road side of work by Mechanical Transport including loading unloading and stacking for an av. Distance as below mentioned :- (a) 01KM |
| 19 | (b) 02KM |
| 20 | (c) 03KM |
| 21 | (d) 04KM |
| 22 | (e) 05KM |
| 23 | Beyond 5KM upto 10KM Per KM |
| 24 | Beyond 10KM upto 20KM Per KM |
| 25 | Beyond 20KM Per additional KM |
| 26 | Carriage of soling stone from nearest source to site of work by Mechanical Transport including loading unloading and stacking for an av. Distance as below mentioned :- (a) 01KM |
| 27 | (b) 02KM |
| 28 | (c) 03KM |
| 29 | (d) 04KM |
| 30 | (e) 05KM |
| 31 | Beyond 5KM upto 10KM Per KM |
| 32 | Beyond 10KM upto 20KM Per KM |
| 33 | Beyond 20KM Per additional KM |
| 34 | Carriage of Stone blocks,G.I ,C.I,A.C ,stainless steel and C.C pipes below 100mm dia and other heavy materials/knitted crates by Manual means including loading unloading and stacking for an av. Distance Ist 50 metres . |
| 35 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 36 | Carriage of cement from road side to site of work by Manual means including loading unloading and stacking for an av. Distance Ist 50 metres |
| 37 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 38 | Carriage of sand & 20mm bajri from road side to site of work by Manual means including loading unloading and stacking for an av. Distance Ist 50 metres . |
| 39 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 40 | Carriage of 40mm stone aggregate from road side to site of work by Manual means including loading unloading and stacking for an av. Distance Ist 50 metres . |
| 41 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 42 | Carriage of stone from road side to site of work by Manual means including loading unloading and stacking for an av. Distance Ist 50 metres . |
| 43 | Every additional lead of 50 metres or part there of beyond 1st 50 metre |
| 44 | 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: (a) All kinds of soil : |
| 45 | b) ordinary rock |
| 46 | 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: (a) All kinds of soil : |
| 47 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, not consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 48 | 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) |
| 49 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 50 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) (Nallah stone) |
| 51 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone (Nallah stone) |
| 52 | Welding, including transportation of plant at site etc. complete By gas plant |
| 53 | Welding, including transportation of plant at site etc. complete By electric plant |
| 54 | Cemcet plaster with a floating coat of neat cement 12 mm cement plaster finished with a floating coat of neat cement mix (1:3) 1 cement : 3 fine sand. |
| 55 | Finishing walls with water proofing cement paint of required shade: Old work (one or more coats applied @ 2.20 kg/10sqm) complete |
| 56 | Dismentling manually/Machanically includind stacking of serviceable material and disposal of Unserviceable material with in 50m lead as per direction of Engineer in charge Bituminous road |
| 57 | Dismentling manually/Machanically includind stacking of serviceable material and disposal of Unserviceable material with in 50m lead as per direction of Engineer in charge Water bound macadam road. |
| 58 | Dismantling G.I pipes (external work) including excavation and refilling trenches after taking out the pipes manually /by mechanical means including stacking of pipes with in 50 m lead Above 40 mm dia nominal bore |
| 59 | 15 mm to 40 mm dia nominal bore |
| 60 | Laying and fitting of G.I. Pipes (all classes)complete excliding costof pipes,fitting and earth work 100 mm & 150 mm dia G.I pipes |
| 61 | 80 mm & 65 mm dia G.I pipes |
| 62 | 50 mm & 40 mm dia G.I pipes |
| 63 | 32 mm & 25 mm dia G.I pipes |
| 64 | 15-20 mm dia G.I pipes |
| 65 | Providing and fitting of G.I. Pipes complete with G.I fitting excliding trenching & refilling etc.(external work)100 mm dia nominal bore (Light) |
| 66 | 80 mm dia nominal bore (Light) |
| 67 | 65 mm dia nominal bore (Light) |
| 68 | 50 mm dia nominal bore (Light) |
| 69 | 40 mm dia nominal bore (Light) |
| 70 | 32 mm dia nominal bore (Light) |
| 71 | 25 mm dia nominal bore (Light) |
| 72 | 20 mm dia nominal bore (Light) |
| 73 | 15 mm dia nominal bore (Light) |
| 74 | Making connection of GI distribution branch with GI main of following size by providing & fixing Tee (incl cutting & threading of pipe etc complete a) 25 -40 mm nominal bore |
| 75 | Providing and fixing of gun metal gate value with C.I wheel of approved quality (screwed end)80 mm dia nominal bore |
| 76 | 65 mm dia nominal bore |
| 77 | 50 mm dia nominal bore |
| 78 | 40 mm dia nominal bore |
| 79 | 32 mm dia nominal bore |
| 80 | 25 mm dia nominal bore |
| 81 | Providing and fixing of G.I Union in existing G.I Pipes line cutting and threadind the pipes and making long serews including excavation refilling the earth or cutting of wall and making good the same complete wherever required. 80 mm dia nominal bore |
| 82 | 65 mm dia nominal bore |
| 83 | 50 mm dia nominal bore |
| 84 | 40 mm dia nominal bore |
| 85 | 32 mm dia nominal bore |
| 86 | 25 mm dia nominal bore |
| 87 | 20 mm dia nominal bore |
| 88 | Providing and Fixing of G.I Union in G.I Pipes including cutting and threadind the pipes and making long serews etc. Complete new work.80 mm dia nominal bore |
| 89 | 65 mm dia nominal bore |
| 90 | 50 mm dia nominal bore |
| 91 | 40 mm dia nominal bore |
| 92 | 32 mm dia nominal bore |
| 93 | 25 mm dia nominal bore |
| 94 | 20 mm dia nominal bore |
| 95 | 15 mm dia nominal bore |
| 96 | Providing Laying & Fitting of HDEP Pipes including fitting and all carriage 75 mm dia |
| 97 | 63 mm dia |
| 98 | 50 mm dia |
| 99 | 40 mm dia |
| 100 | 32 mm dia |
| 101 | 25 mm dia |
| 102 | 20 mm dia |
| 103 | Dismantling old plastre or skirting ,raking out joints and cleaning the surface for plaster in cluding disposal to the dumping ground with in 50 m lead. |
| 104 | Providing Main hole cover L.D rectangular 455X610 mm with frame |
| 105 | Providing Main hole cover L.D rectangular 455X610mm without frame |
| 106 | Silt clearance Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Dry |
| 107 | Silt clearance Inclusive of initial lead and lift ( 50m & 1.5m respectively ) wet |
| 108 | Clearing snow (with frost) from roads manually using picks and shovels snow depth upto 150mm |
| 109 | Slip clearence In ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 110 | Slip clearence In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 111 | Cemcet flooring with a 1;2;4 finish with floating coat of neat incl. cement slurry and curing complete but excluding the cost of nosing of steps etc complete. 50mm thick with 20 mm nomimnal size stone agg. |
| 112 | Reinforced cement concrete work in archrib,dome,valve shells folded plate and roofs having slope more than 15 degree upto floor five level incl curing but excl the cost of centring shuttring finshing and reinforcement with 1:1.5:3 mix |
| 113 | Centring & Shuttering incl. strutting proping etc and removal of Formwork for Arches Domes Valve Upto six m Span |
| 114 | Reinforcement cement concrete work in work any thickness including attached plaster buttress plant and stuttering cores filet column pillars up to floor 5 level including cutting but including cost of centering shattering finishing reinforcement with 1/1.5:3 |
| 115 | Reinforcement cement concrete work in beams suspended floor not having slope up to 50 degree landing balconies lentil staircase up to floor five level including currying but excluding cost of centering and shattering with 1/1.5:3 |
| 116 | Providing and laying in positions seemed concrete of specified grade including curing but excluding the cost of centring and shattering all work up to plinth level with 1:2:4 |
| 117 | Providing and laying in positions seemed concrete of specified grade including curing but excluding the cost of centring and shattering all work up to plinth level with 1:4:8 |
| 118 | Providing and laying senior concrete in retaining wall return walk any thickness including attached bluster column pier pillar up to floor five level including covering but excluding the cost of centering and shattering and finished with 1/1.5:3 (Patch work in walls) |
| 119 | centering and shattering including stuttering proping etc and removal of form work for foundation footing etc |
| 120 | centering and shattering including stuttering proping etc For retaining walls reform wallswith any thickness including attached pilaster buttresses |
| 121 | centering and shattering including stuttering proping etc hor Lintel Beams plinth beams bressumers & contilevers |
| 122 | Extra for archs domes exceeding 6 Mt span |
| 123 | Extra for shuttering M circular Work (20% of resprctive centering and shuttering Items) |
| 124 | Extra for shuttering M circular Work for suspended floor roof landing balconies access platform |
| 125 | Centering and shutting edges slab and Breaks in floor and wall under 20 centimeter wide |
| 126 | Reinforcement of RCC work including struting cutting bending placing in position and binding all complete with Steel Bar Total in Figures 115805.56 115805.56 INR One Lakh Fifteen Thousand Eight Hundred & Five and Paise Fifty 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 |
