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| 1 | Sub-Head : Earth Work |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. |
| 3 | All kinds of soil |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 5 | All kinds of soil. |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. |
| 8 | All kinds of soil. |
| 9 | Sub-Head : Concrete Work |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 11 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 12 | 1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 13 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 14 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 15 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 16 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources). |
| 17 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. |
| 18 | Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 19 | Sub-Head : Reinforced Cement Concrete |
| 20 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 21 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 22 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 23 | Foundations, footings, bases of columns, etc. for mass concrete |
| 24 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 25 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 26 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 27 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 28 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 29 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement |
| 30 | All works upto plinth level |
| 31 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 32 | Add for using extra cement in the items of design mix over and above the specified cement content therein. |
| 33 | Sub-Head : Brick Masonary |
| 34 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 35 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 36 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 37 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 38 | Sub-Head : Steel Work |
| 39 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 40 | Sub-Head : Flooring |
| 41 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: |
| 42 | 1:6 (1cement : 6 coarse sand) |
| 43 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks. |
| 44 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 45 | 40 mm thick with 20 mm nominal size stone aggregate |
| 46 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. |
| 47 | 18 mm thick. |
| 48 | Providing and fixing glass strips in joints of terrazzo/ cement concrete floors. |
| 49 | 40 mm wide and 4 mm thick. |
| 50 | Sub-Head : Roofing |
| 51 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /seIf tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 52 | Sub-Head : Finishing |
| 53 | 12 mm cement plaster of mix : |
| 54 | 1:6 (1 cement: 6 coarse sand) |
| 55 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 56 | 1:6 (1 cement: 6 coarse sand) |
| 57 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer, of required shade and colour all complete : |
| 58 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 59 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 60 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 61 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 62 | Two or more coats on new work. |
| 63 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 64 | Sub-Head : Dismantling and Demolishing |
| 65 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in-charge |
| 66 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 67 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.. |
| 68 | In cement mortar |
| 69 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): |
| 70 | From brick work in cement mortar |
| 71 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per dfirection of Engineer-in-charge. |
| 72 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 73 | Sub-Head : Road Work |
| 74 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal 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 paid for separately). Payment to be made per metre cost of total length of barbed wire used. |
| 75 | With G.I. barbed wire |
| 76 | Sub-Head : Local Market Rate Items |
| 77 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in ( old servicable bricks supplied by department free of cost at site ): |
| 78 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 79 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in ( old servicable bricks supplied by department free of cost at site ): |
| 80 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 81 | Dismantling of 40 m high ground based CMTS tower (Jabalpur type) at Sector-G, LDA colony Kanpur road Lucknow including stacking of material within 50 m lead as per direction of Engineer-in-charge. Only Labour charges are covered in this item) |
| 82 | Sorting, Loading, transportation, unloading and stacking of tower and dismantled materials from Sector-G, LDA colony Kanpur road Lucknow to Banthara telephone exchange including head load at Sector-G, LDA colony and Banthara Lucknow, as per the direction of Engineer-in-charge. The material shall be transported carefully without causing any damage and losses. (The rate includes all head load and road cartage.) |
| 83 | Supplying deficient tower materials (due to Shortage/unserviceable materials on Account of material recovered from dismantling of tower) at site. The material required for tower, ladder, wave guide rack, antenna fixtures, pipe stand for lightening arrester, nuts, bolts, templates, base plates etc. as required shall be provided as per drawings in required lengths including drilling holes for bolts etc. in exact conformity with the approved drawings and as per the direction of Engineer-in-charge. The member shall be fabricated from pure virgin structural steel from approved companies like TISCO, RINL,SAIL etc. NOTES: |
| 84 | 1. All tower materials shall be hot dipped galvanized. The tower materials, fabrication and galvanizing shall be as per relevant BIS and SERC specifications. |
| 85 | 2. This item is exclusive of erection and painting charges. |
| 86 | 3. Measurements:Weight of individual member shall be worked out on the basis of linear measurements and standard coefficients. Nuts, bolts and washers shall be measured for payment. |
| 87 | RE- fixing of existing marker plate near base of the tower, indicatins its height, weight, date of erection, type of antenna etc. all complete as per the direction of Engineer-in-charge. |
| 88 | 4. The rate is inclusive of cost of all materials, carriage, octroi, labour,T&P necessary for straightening, cutting, filing, drilling etc. (L.S. Qty.) |
| 89 | Making and supplying at site anchor bolts for fixing base of tower manufactured from 32 mm dia mild steel bar of required length conforming to IS: 2062, threaded at top upto 150mm length and bend upto 200mm length at bottom at right angle up to a length of 200 mm including fixing of suitable hexagonal nuts 2 Nos ( Nuts & Checknuts ) and MS spring washer etc all complete as directed by the Engineer-in-charge |
| 90 | Making and supplying at site M.S. template i/c necessary cutting and making holes for nuts, bolts required as per drawing all complete as per direction of Engineer-in-charge i/c carriage at site. |
| 91 | Fixing in position MS templates alongwith anchor bolts in true plumb, line and level as per drawings all complete and as per the direction of E-in-C. |
| 92 | Errection of ground based self supporting CMTS tower (Jabalpur type) of 40 metre height using new/old /recovered dismantled materials made available. The work shall include following operations: (a) Erection of tower inlcluding sorting, assembling, lifting, fitting and fixing in position of all tower materials, ladders, platforms,wave guide rack,lightning arrester pipe stand etc. as per drawings and as per direction of Engineer-in-charge. (The rate includes straightning of bent tower materials, matching holes of members/ gusset plates etc. and all related works for completion of this item. The approximate weight of tower is 8.40 Tonnes and only Labour charges are covered in this item) |
| 93 | Providing and Fixing Marker plate near base of the tower, indication its height, weight, date of erection, type of antenna etc. all complete as per direction of Engineer-in-charge. |
| 94 | Painting of 40 metre CMTS tower (Jabalpur type) with Luxol Hi-Gloss or equivalent synthetic enamel paint in two or more coats on old work in required shade and colour all complete as per the direction of Engineer-in-charge. |
| 95 | Cutting of old tower bolt by hexa blade or by welding or by mechanical means including carriage of machine at site and back all as per direction of Engineer-in-charge. |
| 96 | Credit of old steel recovered from dismantling of R.C.C work etc at site Please Enable Macros to View BoQ information |
