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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Engineer Electric Division -II JPDCL Jammu Name of Work: Construction of pacca platform along with construction of single room of dimension 12x10 ft for scrap store at sub division plant at miran sahib jammu under the jurisdiction of Executive Engineer ED-II JPDCL, Jammu. Contract No: E-Nit No. 16 of 2026-27 Dated 02-05-2026 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 # |
| 2 | Item Description |
| 3 | CONSTRUCTION OF PACCA PLATFORM AT SUB DIVISION PLANT AT MIRAN SAHIB JAMMU. |
| 4 | Engage mechanical mean (hydra crane) for shifting of transformer from the site of work. |
| 5 | Engage labour for jungle cutting,clearance of site and other allied works. (6 Labour for 2 days) |
| 6 | 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 : (Length=166 Cft x Breadth= 1.50 Cft x 1 Cft) |
| 7 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 8 | 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) |
| 9 | 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) |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns. |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 13 | 15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 6 (1 cement : 6 fine sand) |
| 14 | Supplying and filling in plinth with earth under floors including, watering, ramming consolidating and dressing complete. |
| 15 | Carraige of material by Mechanical Transport including loading unloading complete Sand lead up to 15 km |
| 16 | Carraige of material by Mechanical Transport including loading unloading complete stone aggregate below 40 mm size lead upto 15 km |
| 17 | CONSTRUCTION OF SINGLE ROOM OF DIMENSION 12X10 FT FOR SCRAP STORE AT SUB DIVISION PLANT MIRAN SAHIB JAMMU |
| 18 | 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 : |
| 19 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 20 | 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 20mm nominal size) |
| 21 | 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 1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 22 | 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) |
| 23 | Extra for brick work with common burnt clay bricks / cement concrete bricks in superstructure above plinth level upto floor five level. |
| 24 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (Total=175.43 Kg) |
| 25 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 27 | Centring and Shuttering including strutting, propping etc and removal of form work for Foundations, footings, bases for columns. |
| 28 | Centring and Shuttering including strutting, propping etc and removal of form work for Lintels, beams, plinth beams,girders, bressumers and centilevers. |
| 29 | Centring and Shuttering including strutting, propping etc and removal of form work Suspended floors, roofs, landings, balconies and access platform |
| 30 | Centring and Shuttering including strutting, propping etc and removal of form work for Edges of slabs and breaks in floors and walls.Under 20cms wide |
| 31 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand). |
| 32 | 12mm cement plaster of mix 1:6 (1 cement : 6 fine sand) |
| 33 | 15mm Cement plaster on the rough side of single or half brick wall of mix 1 : 6( 1 cement : 6 ine sand) |
| 34 | 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 |
| 35 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). 35 mm Thick Second kail wood. |
| 36 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I |
| 37 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.30mm thick Second class Kail wood |
| 38 | Providing and fixing hardware fixtures (Aluminium) ISI marked anodised (Anodic coating) not less than grade AC 10 as per IS-1868 |
| 39 | i. Sliding door bolts (250 x 16mm) |
| 40 | ii tower bolt200x10mm |
| 41 | iii tower bolt150x10mm |
| 42 | iii tower bolt100x10mm |
| 43 | iv handle 125mm |
| 44 | v handle100mm |
| 45 | vi stopper |
| 46 | vii hooks & eyes |
| 47 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer |
| 48 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm |
| 49 | Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 50 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade. Two or more coats on new work. |
| 51 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete. |
| 52 | Filling available excavated earth (excluding rock) 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. |
| 53 | Providing & fixing electric points complete in all respect as per necessary as site.( LMR ) |
| 54 | Providing & fixing fan of anchor,crompton or equivalent make of 1200mm including testing, commissioning complete |
| 55 | 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 110 mm diameter. |
| 56 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for 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. (110mm Bend) |
| 57 | Carraige of material by Mechanical Transport including loading unloading complete Sand lead up to 10 km |
| 58 | Carraige of material by Mechanical Transport including loading unloading complete stone aggregate below 40 mm size lead upto 10 km |
| 59 | Carraige of material by Mechanical Transport including loading unloading complete bricks 10 km Total in Figures 0.0 0.0 Zero Only 4.0 Construction of chamber for 100mm sluice plates item5 10.0 No 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 |
