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| 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
| 2 | b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. |
| 3 | Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).(a) Depth upto 1.5 m. |
| 4 | Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)(a) With earth obtained from excavation of foundation. |
| 5 | Earth work in filling in compound, tank, low land,ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment will be made on profile measurement before and after the work) (a) With carried earth arranged by the contractor within a radius exceeding 5 km. but not exceeding 10 km. including cost of carried earth. |
| 6 | Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) |
| 7 | Pumping out water from ponds or tanks(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level and final level on consideration being made for any water that may have been added through percolation or otherwise) |
| 8 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m.a) In Ground floor including roof |
| 9 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In Ground floor including roof.(a) upto 150 mm. thick |
| 10 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. In ground floor including roof. |
| 11 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. |
| 12 | Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge) |
| 13 | Removing loose scales, blisters etc. from old painted surface and thoroughly smoothening the surface to make the same suitable for receiving fresh coat of paint. |
| 14 | Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal /Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge |
| 15 | Cleaning the concrete surface by removing dirt and debris, marking defective locations and removing loose concrete by careful stripping untill hard surface is exposed, cutting the concrete to regular shape, wire brushing the exposed surface and removing debris from site complete as per direction of the Engineer - in - Charge. |
| 16 | Cement concrete with graded stone ballast (40 mm size excluding shuttering). In ground floor and foundation.(A) Pakur Variety. (a) 6:3:1 proportion |
| 17 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm.nominalsize) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes.a) Pakur Variety.i) In ground floor and foundation. |
| 18 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips(20 mm.nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes.a) Pakur Variety i) In ground floor and foundation. |
| 19 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups,binders etc. including supply of rods, initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bennding to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.Mild steel/ Tor steelJSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSLi)Ground floor |
| 20 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth |
| 21 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 22 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface.](A) With 1:6 cement mortar(i) In ground floor (15 mm thick plaster) |
| 23 | (ii) 20 mm Thick plaster |
| 24 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.Note: Cement 0.152 cu.m. per sq.m. |
| 25 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works .(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.i) Ground floor |
| 26 | (b) 25 mm to 30 mm shuttering without staging in foundation etc. |
| 27 | Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect.(only the area in contact with concrete to be measured) |
| 28 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 29 | Labour for Chipping of concrete surface before taking up Plastering work. |
| 30 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor:(a) One Coat |
| 31 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat)a) Normal Acrylic Emulsion |
| 32 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 33 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary.On steel or other metal surface :With other than hi-gloss of approved quality Two coats (with any shade except white) |
| 34 | MS work in cable trench, cover slab, chaquered plate, clamp, cleats, brackets, etc. made from flat angle channel, tees, chequered plates 6mm thick, etc including necessary cuting to size fabricating, drilling of holes, forgeing, welding, revating, tightening with bolts and nuts with necessary washers including errection, fitting and fixing in position with all labour and materials, complete as per drawing and direction. |
| 35 | M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge. |
| 36 | Locking arrangement for Jail type doors including supplying fitting and fixing in position complete as per approved design. |
| 37 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials. |
| 38 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work).In Roof:-a) With 0.5 mm thick sheet |
| 39 | Supplying, fitting, fixing G.I chain link fencing 75 mm x 75 mm mesh 12 g wire to the R.C.C or wooden posts with galvanised hooks or staples etc. complete as per direction. |
| 40 | Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensioned and fixed with the vertical M.S angle iron posts by means of security fasteners (such as 'C' clips, R.B.T clips etc.) |
| 41 | Supplying, fitting galvanised 3 ply 12 gauge / 4 points line of barbed wire in fencing (holes already made in the body of the post)or fixed by staples tightening and fixing the wires in taut condition with straining bolts including the cost of cutting and of lapping joints in the wire as necessary but excluding the cost of galvanised staples,straining bolt and binding wire where necessary.(Payment to be made on the length of individual lines of wire.) |
| 42 | Supplying galvanised straining bolts (with eye at one end with double nuts and washers) fitted and fixed complete(i) 12 mm. dia. (a) 300 mm. |
| 43 | Supplying galvanised straining bolts (with eye at one end with double nuts and washers) fitted and fixed complete.10 mm dia 150mm |
| 44 | Supplying galvanised staples fitted and fixed complete. (i) 44 mm. to 50 mm. size |
| 45 | Straightening deformed iron post of fencing carefully without damaging or loosening the base. |
| 46 | Labour for taking out (from fencing) line of wire (galvanised, strand or barbed) including the cost of taking out staples (by cutting or otherwise, as necessary). |
| 47 | Welding in M.S. structural work with gas or electric (a) Tack weld |
| 48 | Planting of trees (Avenue plants) in 0.60m dia holea, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure. This includes supply of labour, tools & plants including materials but excluding cost of tree. |
| 49 | Supplying and laying chequered tiles of any shade & of approved quality with (1:1½:3) cement concrete laid in panels or patterns as directed in pavement,footpath etc. including necessary under lay 25 mm thick [avg.] cement mortar (1:3) complete in all respect with all labour and materials.[Using cement slurry @ 4.4 kg/Sq.m at back side and @ 2.4 kg/Sq.m for joint filling.](i) 30 mm. thick (red variety) |
| 50 | Drum Sheet Walling 1.40m (av.) high on Sal-bullah /Eucalyptus bullah piling 10 cm dia. and 3.25m longdriven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction.(a) Using Eucalyptus bullah |
| 51 | Coal tarring on wooden surfaces including cost ofmaterials. (a) Double coat. |
| 52 | Supplying Eucalyptus-bullah piles at work site, includingdressing and making one end pointed |
| 53 | (i) 100mm diameter |
| 54 | (ii) 150mm diameter |
| 55 | Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. |
| 56 | (i) 100mm diameter |
| 57 | (ii) 150mm diameter |
| 58 | Joining Sal-bullah / Eucalyptus bullah pile of 20 cm. to 30 cm. diameter with half lap joints (lap length at least 90 cm long) with 3 nos. of collars made of 50 mm. x 6 mm. M.S. Flat, clamps, bolts and nuts and washers as per approved drawing and design. |
| 59 | Bamboo Pile Walling made of 6.5cm to 7.5cm dia bamboo (in single line) driven about half-length into ground at very close spacing of 30cm c/c side by side, with stout stays at an interval of 90cm fixed with bamboo post of length 1.25m driven 1m below G.L., 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc. and lining exposed portion with sheets made from cut drums (empty bitumen drums) fitted and fixed with a lap width of 100 mm at each joint, complete as per direction including the cost of drum sheets and including the cost of nails, wires etc.(i) With bamboos of length upto 2.00m |
| 60 | (ii) With bamboos of length above 2.00m and upto 2.50m |
| 61 | Supplying fitting & fixing 1st quality Ceramic Tiles in walls & floors to match with the existing works and four no of key stones (10mm) fixed with araldite at the back of each tiles and finishing the joints with white cements mixed with colouring oxide if required, to match the colour of tiles including roughening of concrete surface , if necessary, or by synthetic adhesive and grout materials etc. |
| 62 | (A) Floor :-With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. |
| 63 | Area of each tile upto 0.09 Sq.m |
| 64 | (i) Coloured decorative |
| 65 | a)In ground floor |
| 66 | (B) Wall :- With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. |
| 67 | Area of each tile upto 0.09 Sq.m |
| 68 | (i) Coloured decorative |
| 69 | a)In ground floor |
| 70 | Clearing compound premises from shurbs, plants, jungles, etc. by cutting and removing as directed. |
| 71 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structural members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for eachadditional floor or 4m. beyond initiial 8m. or part thereof.I) For structural members of specified sections weighing less than 22.5 Kg./m |
| 72 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 73 | Supplying and laying in the specified pattern of intelocking concrete block pavements (ICBP) with concrete blocks (with concrete grade as specified as per table 1 of IS 15658: 2006) manufacturerd from BIS licensee manufcturer, with spacer nib (small protruding profiles on the verticle face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per clause no, 3.26 of IS: 15658) and of specified size and shape with aspect ratio (the ration of length to thickness of a paver block, as per cl. no. 3.3 of IS: 15658) as per table 2 of IS : 15658 with flexural strength/ breaking load as per Annexure G of IS: 15658, on the prepared base cousre of specified CBR as per table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushison of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP -63) and filling up the gaps in between paver blocks woth joint filling sand (the grding of the joint filling sand will beas per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per cl. no. 8.7 of IRC SP 63(2018) with proper confinement of bedding and joint filling sand, compaction, levelling and filling up of the edge gap. 50 mm thick coloured decorative |
| 74 | Supplying fitting & fixing UPVC Pipes A type and fitttings conforming to IS 13592-1992 with all necessary clamps, nails including making holes in walls, floors etc cutting trenches in any soil through masonary concrete structures etc, if necessary, and mending good damages including joining with jointing materials (Spun yarn, valamoid / bitumen/ M-Seal, etc.) complete. |
| 75 | A.) UPVC Pipes |
| 76 | (i)110 mm dia |
| 77 | (ii) 75 mm dia |
| 78 | (A)Supplying, fitting and fixing PVC pipes of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately)For exposed work |
| 79 | (i) 25 mm dia |
| 80 | (ii) 15 mm dia |
| 81 | Supplying, fitting and fixing bib cock or stop cock or pillar cock |
| 82 | i) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent) 15 mm Please Enable Macros to View BoQ information |
