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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 REW DIVISION KATHUA Name of Work;- Construction of 10 KLD FSTP at W.No 3 , Near Shamshan Ghat Pyt Pallan Block Billawar Distt Kathua under SBM for the year 2025-26 ESTT AMOUNT 57.00 LACS Contract NO:-SBM 2025-26 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 # 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 inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, lead upto 50 meter and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 4 | 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 : |
| 5 | 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:All kinds of soil :25 meter beyond 1 mfrom cutting edge |
| 6 | Filling available excavated earth in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :All kinds of soil : |
| 8 | Hand-packing stones /Dumping stone in Horizontal on level |
| 9 | 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:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 10 | 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) |
| 11 | 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) |
| 12 | 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) |
| 13 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 15 | Reinforced cement concrete work in well-steining including curing but excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | Extra for use of water proofing compound in Cement concrete grade of M 20, at one kg of compound per bag of cement. |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms. |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for:Well steining |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for: edges of slab |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form for: well steining |
| 24 | Half brick masonry with common burnt clay (non modular) bricks of class designation 7.5 in foundations and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 25 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 26 | Providing and laying of Brick Aggregate free from debris and dust, includes procuring,transporation and laying into the anaerobic filter as per instruction of Engineer-in-charge |
| 27 | 20mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 28 | Providing and Applying 12 mm thk. C.plaster in 1:6 mix |
| 29 | Providing and Applying 6 mm thk. Cement plaster in 1:3 mix for ceilings |
| 30 | Extra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specifications |
| 31 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes |
| 32 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 160mm dia (AF pipes) |
| 33 | Providing and fixing on wall face un plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal: 110mm tees |
| 34 | Providing and fixing on wall face un plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal: 110mm nominal dia elbow |
| 35 | Providing and fixing on wall face un plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal: 110mm nominal dia end cap |
| 36 | Providing and fixing on wall face un plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal: 110mm nominal dia end cap |
| 37 | Providing and fixing on wall face un plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal: 160mm dia pipes for support |
| 38 | Providing and fixing on wall face un plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal: 160mm dia tees |
| 39 | Providing and fixing on wall face un plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal: 110mm dia perforated pipe |
| 40 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. |
| 41 | Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. Percolate channel perforated slabs (870mm x 500mm x 75mm) AR |
| 42 | Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. Maintenance covers 600 mm x 600 mm x 75 mm |
| 43 | Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. Perforated slabs 480 mm x 580mm x 75mm |
| 44 | Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2\\" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. Perforated slabs 480 mm x 580mm x 75mm |
| 45 | Supplying/Casting and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two sand and four aggregates), using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification andas directed.1950mm |
| 46 | Supplying and filling RBM incl spreading watering consolidation each deposited layer not exceeding 20 cm in depth . All complete |
| 47 | Supplying and stacking at site graded crushed stone agg. of size 63 mm to 45 mm(shingleG(II) 150mm thick |
| 48 | Supplying and stacking at site graded crushed stone agg. of size 53 mm to 22.4 mm(Metal G(III) 75mm thick |
| 49 | P/Laying, WATER BOUND MACADAM grade IInd with stone agg and binding material incl. screning of 13.2 mm size and stone dust , sorting , spreading to template and consolidation with power road roller of 8-10 tonn capacity complete.Size 63mm to 45 mm size aggregates with 13.20mm size screening etc complete |
| 50 | P/Laying, WATER BOUND MACADAM grade IIIrd with stone agg and binding material incl. screning of 13.2 mm size and stone dust , sorting , spreading to template and consolidation with power road roller of 8-10 tonn capacity complete.Size 53mm to 22.40 mm size aggregates with 11.20mm size screening etc complete. |
| 51 | Supplying and stacking at site stone screening |
| 52 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, 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. 16.38.1 On W.B.M. @ 0.75 Kg/sqm. |
| 53 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete |
| 54 | Providing and laying 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. |
| 55 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 56 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 57 | Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or Strap,10 litre low level P.V. C. flushing cistern including flushpipe (of approved make \\"manually controled device conforming to IS:7231, with all fittings andfixtures complete, including cutting and making goodthe walls and floors wherever required Orissa pattern white vitreous china W.C. pan of size 580x440 mm with integral type foot rests. |
| 58 | Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required :White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap |
| 59 | Providing and fixing of C.P Grating of required size (100mm) |
| 60 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS : 8931 15 mm nominal bore |
| 61 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved make conforming to IS : 8931 15 mm nominal bore |
| 62 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall: Note:-(all Items to be paid as per actual used on site) 5 mm nominal outer dia pipes. |
| 63 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank lSI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank having valid lSI license]. |
| 64 | Providing and Fixing 1 mm thick M.S.Sheet door with frame of 40x40x6mm angel iron and M.S gusset plates at the junction and corners.all necessary fitting,including applying a primer coat of approved coat steel primer. |
| 65 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 66 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. In colour such as White, Ivory, Grey, Fume Red Brown |
| 67 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 68 | Providing and fixing white vitreous china flat back or wall corner typelipped front urinal basin of 430x260x350 mm and 340x410x265mm sizes respectively. |
| 69 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 70 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 50x50x6 |
| 71 | Fencing with angle iron post placed at required distance embedded incement concrete blocks, every 15th post, last but one end post and cornerpost shall be strutted on both sides and end post on one side only andprovided with horizontal lines and two diagonals interwoven withhorizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum),between the two posts fitted and fixed with G.I. staples, turn buckles etc.complete. (Cost of posts, struts, earth work and concrete work to be paidfor separately). Payment to be made per meter cost of total length ofbarbed wire used. With G.I. barbed wire Barbed wire drawn diagonally between poles |
| 72 | Add cost of hume pipes |
| 73 | Sand av lead 15 km |
| 74 | Stones av lead 01 km |
| 75 | Carriage of bricks av lead 15 km Total in Figures Excess(+) 1.0 Full Conversion INR 5700133.49 5700133.49 INR Fifty Seven Lakh One Hundred & Thirty Three and Paise Forty Nine 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 |
