Sales : +91-777 804 8217
| Sl. No. | Item Description |
| 1 | INTERNAL ROADS, DRAINS AND OTHER ANCILLIARY WORKS |
| 2 | 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 sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 3 | Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches. |
| 4 | Cement concrete with graded stone ballast (40 mm size excluding shuttering) (A) [Pakur Variety], 6:3:1 proportion. |
| 5 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.Pakur variety |
| 6 | 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.(i) Pakur Variety, i) In Ground floor |
| 7 | Hire and labour charges for shuttering with centering 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 and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor), 25 mm to 30 mm shuttering without staging in foundation |
| 8 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m, Tor steel/Mild Steel,SAIL/ TATA/RINL , i) In Ground floor |
| 9 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity) |
| 10 | 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) With earth obtained from excavation of foundation |
| 11 | 250 mm thick Brick work with Fly Ash bricks as per IS 12894:2002 in cement mortar (1:6) (a) In foundation and plinth |
| 12 | M. S structural works in columns, beams etc. with simple rolled structural members (e. g. joist, angle, channel sectines confirming to IS 226, IS 808 and SP 06 - 1964) connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-Charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding confirming to IS 816-1969 & IS 1995 using electrods of approved make and brand confirming IS 814-2004,haulage, hoisting and errection all complete. the rate sincludes 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 charges such as electricity charges, labour insurance charges etc. For structural members of specified sections weighing less than 22.5 Kg./m |
| 13 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor). (A) With 6:1 cement mortar.15 mm. thick plaster, Ground floor |
| 14 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. |
| 15 | M.S. works in framed gratings of window etc.made of round or square bars and frame work or M.S. flats (with the bars securely fixed to the flat bar frame) with or without intermediate flat bar stiffener and fixed with necessary screws etc. complete, as directed. In Ground floor |
| 16 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smootheningsurfaces by sand papering etc. |
| 17 | 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 super gloss (hi-gloss) - Two coats (with any shade except white) |
| 18 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. Single Socketed 3 Meter Length 160 mm |
| 19 | Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessaryspecials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin-charge. (Payment will be made on centre line measurement of the total pipeline including specials.Under ground, 160 mm dia |
| 20 | Earthwork in filling in foundation trenches or plinth with good earth, in layers not exceeding 150mm. including watering and rammingetc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) With carried earth arranged by the contractor within aradius exceeding 3km. but not exceeding 5 km. including the cost of carried earth. |
| 21 | Supplying and stacking sludge (adequate for Horticulture work) at site in dry cake form from approved disposal work site including royalty, all lead and lift etc. (Sludge measured in stack will be reduced by 8%). |
| 22 | Spreading of sludge, dump manure,/farm yardmanure/animel dung manure and good earth in required thickness. This includes supply of labour, tools & plants excluding materials. |
| 23 | Supplying and Planting of different plant / trees ( Supplying well grown plants bushy and healthy, minimum height as specified i.e. exposed height including all leads & lift, carriage, handling, manuring, applying presticide and fertilizer etc.i) Rangon chineese of size not less than 20cm |
| 24 | ii) Duranta goldianna of size not less than 20cm |
| 25 | iii) China palm of leaves 4-5 in earthen pots size 25cm |
| 26 | iv) Acalypha species (Red/Green) of height 30cm-90cm in earthen pots of size 20 cm. |
| 27 | v) Bougainvillea (mix variety) of height 30cm-90cm in polybag of size 10cm-15cm. |
| 28 | vi)Croton different varieties of height 30 cm to 90 cm in earthen pots of size 25cm. |
| 29 | vii)Areca Palm 4 - 5 suckers of height 90 cm to 105 cm in earthen pots of size 25 cm. |
| 30 | viii) Dracaena Green of height 30 cm to 90 cm in earthen pots of size 20 cm. |
| 31 | ix)Dracaena Reflexa of height 30 cm to 90 cm in earthen pots of size 20 cm. |
| 32 | Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 ( 8 parts of stacked volume of earth after reduction by 20%, one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary watering and finally fine dressing, levelling etc., including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5m complete. This includes supply of labour, tools & plants including materials. Planting hedge plants in two rows at 30cm apart |
| 33 | Maintenance of hedge for one year including application of necessary pesticide, farm yard manure, replacement of damaged hedge plant by new one complete in all respect as per instruction of Engineer-in-charge. This includes supply of labour, tools & plants including materials. |
| 34 | Planting of trees ( Avenue plants) in 0.60m dia hole, 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. |
| 35 | Maintanance of trees for three year (Avenue Plants) including watering, trimming, manuring, spraying insecticide and guarding as required. This includes supply of labour, tools & plants including materials. |
| 36 | Box Cutting or filling in road embankment in all sorts of soil including spreading the soils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub grade with power roller to proper camber and grade as per direction and statisfaction of Engineer-in-charge including uprootong and removing plants and jungles when and where necessary. (a) depth up to 150mm |
| 37 | (b) For each additional Depth of 150mm and partthereof. |
| 38 | Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading –II |
| 39 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading-II Aggregate (53 mm to 22.4 mm) UsingStone Screening Type B (11.2 mm), Manual Means |
| 40 | Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circularnosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in position at site after preparing the bed grade and slopes by laying Cement concrete with jhama khoa (1:4:8) as per specification and direction of Engineer-in-Charge including filling of joints with 10 mm thick cement morter (3:1) and back filling the vertical piece properly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete. |
| 41 | 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. includingnecessary underlay 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]. Red variety. 25 mm thick |
| 42 | Supply and laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specified as per Table 1 of IS 15658:2006 ) maufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC : SP : 63(2018), from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No. 3.26 of IS 15658:2006) and of specified size and shape with aspect ratio (the ratio 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 / braking load as per Annexure G of IS: 15658, on the prepared base course of specified CBR as per Table 1 of IRC SP : 63(2018) or else mentioned in design and drawing with a cushion 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 with joint filling sand ( the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP: 63) and complete 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. 100 mm thick, Grey |
| 43 | Removal of rubbish,earth etc. from the workingsite and disposal of the same beyond thecompound, in conformity with the Municipal /Corporation Rules for such disposal, loading intotruck and cleaning the site in all respect as perdirection of Engineer in charge |
| 44 | Add GST @ 18% on above |
| 45 | Add labour welfare cess @ 1% |
| 46 | WET & DRY WASTE PROCESSING PLANT, LEACHATE TANK WITH RAIN WATER HARVESTING UNIT |
| 47 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. |
| 48 | Cleaning and removing conservancy garbage mixed with rubbish & other filthy materials from the road side flank, drain and compound including cutting, loading, unloading to and from truck or cart by Mathor labour & removing the same to any distance. |
| 49 | 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 sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 50 | (b) Depth of excavation for additional depth beyond 1500 mm and up to 3000 mm but not requiring shoring. |
| 51 | Supplying and laying Polythene Sheet (150gm/sq.m.) over damp proof course or below flooring or roof terracing or in foundation trenches. |
| 52 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.Pakur variety |
| 53 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture]. Pakur variety.i) M25 Grade |
| 54 | ii) M30 Grade |
| 55 | Hire and labour charges for shuttering with centering 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 and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.i) In Ground floor |
| 56 | (b) 25 mm to 30 mm shuttering without staging in foundation |
| 57 | Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed. |
| 58 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m . Tor steel/Mild Steel. i) SAIL/ TATA/RINL |
| 59 | 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). With earth obtained from excavation of foundation |
| 60 | 250 mm thick Brick work with Fly Ash bricks as per IS 12894:2002 in cement mortar (1:6).(a) In foundation and plinth |
| 61 | (a) In superstrucure G.F. |
| 62 | M. S structural works in columns, beams etc. with simple rolled structural members (e. g. joist, angle, channel sectines confirming to IS 226, IS 808 and SP 06 - 1964) connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in-Charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding confirming to IS 816-1969 & IS 1995 using electrods of approved make and brand confirming IS 814-2004,haulage, hoisting and errection all complete. the rate sincludes 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 charges such as electricity charges, labour insurance charges etc. For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m |
| 63 | Artificial stone in floor, dado, staircase etc with cementconcrete (1:2:4)withstonechips, laid inpanelsasdirectedwith topping made with ordinary or white cement (asnecessary) and marble dust in proportion (1:2) includingsmooth finishingand roundingoff corners including rakingout joints or roughening of concrete surfaceand applicationof cement slurry before flooring works using [email protected]/sq.m all complete including all materials and labour. In ground floor.3mm. thick topping (Highpolishinggrindingonthis itemisnot permitted with ordinary cement).Using grey cement, 35 mm. thick |
| 64 | Supplying dividing strip fitted and fixed with cement mortar (1:3)in mosaic or patent stone floor,dado etc.complete as perdirection of the Engineer-in-charge. Aluminium - 25 mm. wide & 2mm. thick. |
| 65 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete.The rate includes the cost of all M.S. Hollow section, allconsumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. For roof truss works, Span beyond 12 Mtr and up to 20 Mtr |
| 66 | Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed. 32 mm dia.1100 mm long |
| 67 | Supplying, fitting and fixing single skin colour coated trapezoidal profile for wall cladding, Roof shall be made of 0.45 mm BMT (Base Metal Thickness) (0.50mm TCT (Total coated thickness excluding paint), G550 (min 550 yield strength), of Zincalume metallic coating (IS15965) with high Solar Reflectance Index (SRI)value for better cooling as per thermatech technology, 1000-1015mm effective cover width with five major corrugation, 28mm high rib spaced at 203 mm c/c with subtle square fluting in the pan and the end rib shall have anti-capillary groove and return leg. The steel sheet shall be fastened with 40 micron zinc coated or 25 micron zinc-tin alloy coated, hex head, self-drilling screw as per IS 3566-2002 Class 3 fastener. The base steel shall be coated with zinc-aluminium alloy zincalume (AZ150) (i.e. 55% Al, 43.4% Zinc, 1.6% Si) minimum of 150 g/m2 coating total on both sides, pre-printed with colorbond XRW (xterior roofing, walling) paint system of 35micron Super Durable Polyester paint (SDP) with stablle inorganic pigment with no lead contents confirming IS15965. The sheet shall be free from defects and have brand making of the manufacturer giving product details on the back side of the sheet at regular interval confirming genuinity of the material. In Roof : 0.5mm th. Sheet |
| 68 | Drilling holes of requisite diameter inR.S. joists channels, tees. Plates etc.I) Dia.above 12mm and depth upto 10 mm. |
| 69 | (ii) Extra for drilling beyond depth of 10mm |
| 70 | Supplying, fitting&fixing1.5mmthickTrapezoidal profile corrugation Polycarbonate clear sheet made of national brand,excludingthesupportingframework, fitted and fixed with10mmdiax55mmSelf-drivingscrews,EPDM washers and putty complete with 150 mm endlap and one corrugation minimum side lap complete as per specification & direction of Engineer-in-charge including materials, labour, taxes and all other incidental charges(Payment to be made on area of finished work). In Roof |
| 71 | Galvanised iron sheet ridging fitted with necessary bolts, screws, washers etc complete.(225mm end lapping), 300 mm lapping each way, With 0.80 mm sheet |
| 72 | Supplying, fitting and fixing glass reinforced polyester translucent ridging 450 mm long each way as per IS 2866 - 1989 fitted and fixed with bolts J hooked screws and bitumen washers complete. 1.6mm +/- 0.2 mm thick sheet. Fire retardant milkyl white |
| 73 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor). (A) With 6:1 cement mortar.(b) 15 mm. thick plaster, i) Ground floor |
| 74 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. |
| 75 | Applying exterior grade acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smoothfinish exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer's specification and as per direction of the EIC. In ground floor, Two coats,In Ground Floor |
| 76 | Protective and decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of the EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but cxcluding the cost of primer. In ground floor (Two coats), Super Protective 100% Acrylic Emulsion., In Ground Floor |
| 77 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smootheningsurfaces by sand papering etc. |
| 78 | 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 : (b) On steel or other metal surface : With super gloss (hi-gloss) - Two coats (with any shade except white) |
| 79 | Drilling by Direct Rotary method of drilling using 9 7/8” dia.bit for pilot bore follwed by bsequently reaming using 12 1/4” dia. ,15 \\" dia. and 17.5\\" dia. Rock Roller Bits/Drag Bits in consolidated, semi consolidated and soft formation up to required depth including casing boring and casing lowering as required including cost of fuels and lubricants etc. as required for drilling. From 6 Mtr to 60 Mtr. |
| 80 | Supply and delivery of UPVC Medium Well Screen (RMS) Pipes with Ribs conforming to IS 12818:2010. (CIPET Certified). 150 mm dia. |
| 81 | Supply and delivery of M.S .Centre guide (Special Type). |
| 82 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved qualityhaving size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete. |
| 83 | Supplying, fitting and fixing UPVC pipes A type and fittings conforming to IS 13592-1992 with all necessary clamps nails including making holes in walls, etc. and cutting trenches in any soil, through masonry concrete structure etc. if necessary and mending good damages including jointing with jointing materials ( Spun yarn, valamoid / bitumen / M. seal etc.) complete. UPVC pipe i) 160 mm. Dia. |
| 84 | UPVC Fittings 160 mm. Dia. ii) 87.5 bend |
| 85 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. i) Single Socketed 3 Meter Length, 160 mm |
| 86 | ii) Door bend (T.S.): 160 mm |
| 87 | iii) Plain tee : 160 mm |
| 88 | 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 |
| 89 | Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineerin-charge. (Payment will be made on centre line measurement of the total pipeline including specials. Under ground 160 mm dia |
| 90 | Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading – II |
| 91 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works ofMoRT&H (5th Revision) |
| 92 | Supplying, fitting and fixing in position reinforced cement polymer concrete manhole /gully pit cover with matching frame.As per I.S-12592(M.D), 5 MT load bearing capacity round manhole cover provided with two lifter hooks fitted with matching frame of size, Cover: 565 mm X 65 mm, Frame: 665 mm X 125 mm, opening: 470mm, Weight: 90 kg (approx) |
| 93 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992, Vent cowl, 160 mm |
| 94 | Add GST @ 18% on above |
| 95 | Add labour welfare cess @ 1% |
| 96 | SECURITY ROOM, CONTROL ROOM, OFFICE ROOM AND OTHER ANCILLIARY WORKS |
| 97 | Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. |
| 98 | 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 sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 99 | (b) Depth of excavation for additional depth beyond 1500 mm and up to 3000 mm but not requiring shoring. |
| 100 | Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity) |
| 101 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 102 | Cement concrete with graded stone ballast (40 mm size excluding shuttering) (A) [Pakur Variety] 6:3:1 proportion. |
| 103 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety |
| 104 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture]. Pakur variety, M20 Grade. i) In Ground floor |
| 105 | ii) In First floor |
| 106 | i) In Second floor |
| 107 | Hire and labour charges for shuttering with centering 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 and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge i) In Ground floor |
| 108 | ii) In First floor |
| 109 | i) In Second floor |
| 110 | (b) 25 mm to 30 mm shuttering without staging in foundation |
| 111 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m Tor steel/Mild Steel SAIL/ TATA/RINL , i) In Ground floor |
| 112 | ii) In First floor |
| 113 | iii) In Second floor |
| 114 | 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) With earth obtained from excavation of foundation (50x21x0.1)x1.2 |
| 115 | 250 mm thick Brick work with Fly Ash bricks as per IS 12894:2002 in cement mortar (1:6) (a) In foundation and plinth |
| 116 | b) In Superstructure i) Ground floor |
| 117 | ii)First floor |
| 118 | iii) Second floor |
| 119 | 125 mm. thick Flyash brick work as per IS 2894:2002 in cement mortar (1:4) in ground floor. i) Ground floor |
| 120 | ii)First floor |
| 121 | iii) Second floor |
| 122 | Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing filmNatural white For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr. For 3-Track window : Members for Bottom frame @ 1.233 Kg per Mtr. and for Top and Side frame @ 1.067 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr. i) Ground floor |
| 123 | ii)First floor |
| 124 | M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor, a) Grill weighing above 16 Kg./sq.mtr and above , i) Ground floor |
| 125 | ii)First floor |
| 126 | iii) Second floor |
| 127 | (I) For hanging and locking arrangements including supply of materials and labour complete. |
| 128 | Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternativesteps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx). |
| 129 | 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. |
| 130 | Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. |
| 131 | Supplying fitting and fixing door frame with M.S. angle as per drawing & direction of required section. The holes for counter sunk machine screw & nuts will be such as to fit 8 to 10 mm Iron screw. The counter sunk nut to be welded . The nuts are to be welded after careful checking with screw.All welding spots should be properly filed or rounded smooth including cost of welding hinges for hinge cleats , lugs for hasp bolt, socket bolt etc. and necessary M.S. clamps of 25mm x 6mm flat 225mm long as per direction welded to the frame fitted and fixed in position excluding cost of concrete. |
| 132 | Welding in M.S. structural work with gas or electric: Continuous weld. |
| 133 | Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x 50mm x 2mm (+/- 0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete |
| 134 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints or rougening of concrete surface, including throating, nosing and drip course where necessary (ground floor).(A) With 6:1 cement mortar. (a) 20 mm. thick plaster (inside ) i) Ground floor |
| 135 | ii)First floor |
| 136 | iii) Second floor |
| 137 | (b) 15 mm. thick plaster i) Ground floor |
| 138 | ii)First floor |
| 139 | iii) Second floor |
| 140 | (B) With 4:1 cement mortar.10 mm. thick plasteri) Ground floor |
| 141 | ii)First floor |
| 142 | iii) Second floor |
| 143 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc. |
| 144 | Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm thickness in floor, lobby, stair, landing & treads etc. over 20 mm (av.) thck base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/Sq.m before placing marble & jointed with white cement slurry @ 2.0 kg/Sq.m with necessary pigments including grinding and Granite polishing as per direction of Engineering -in -Charge in Ground Floor. {White cement and Pigment to be supplied by the Agency]With Chawk Dungri, Area of each tile exceeding 0.3sq.m. but not exceeding 0.6 sq.m. i) Ground floor |
| 145 | ii)First floor |
| 146 | Extra cost of labour for prefinished and premoulded Nosing to treads of steps, railing, window sill etc. of Marble Stone. |
| 147 | Extra cost of labour for Marble Stone Floor in treads of Steps. |
| 148 | Supplying, fitting, fixing marble slab/tiles, 15 mm. to 18 mm. thick in dado / wall in 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks applying white cement slurry @ 4.4 kg/ sq.m at the back side of marble & pointing in cement mortar (1:2) (1 cement, 2 marble dust) with admixture of pigment matching the stone shades including polishing all complete as per direction of the Engineer-in-charge including cost of materials, labours, scaffolding, staging, curing complete. [White cement, Pigment to be supplied by the Agency] With Chawk Dungri, Area of each tile exceeding 0.3sq.m. but not exceeding 0.6 sq.m. i) Ground floor |
| 149 | ii)First floor |
| 150 | Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. 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.Area of each tile above 0.09 Sq.m, Other than Coloured decorative including white, i) Ground floor |
| 151 | ii)First floor |
| 152 | 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., Area of each tile upto 0.09 Sq.m, Other than Coloured decorative including white, i) Ground floor |
| 153 | ii)First floor |
| 154 | Roof treatment by application of non toxic polyurethane modified acrylic based single component (P U Roof Coat) solvent free, cold applied polyurethane modified elastomeric waterproofing membrane with excellant UV resistant capasity as per ASTM D 6083[a water based 100%acrylic elastomeric emulsion polymer latex coating used as protective coating for roofs] after preparing the surface by cleaning and repairing the roof cracks by cement & sand mortar (1:4), preferably with antishrinkage mortar (to be paid separately) if any, apply two coats along with a Priming coat (two coats of P U Roof Coat and one coat of primer coat compatible with main product as per manufacturers specification) and reinforced with or without 20 gsm Geotextile Fleece, including the cost of primer coat and base preparation, tools & Plants but excluding the cost of scaffolding and stagging complete as per direction of Engineer -in-charge. (Note: If Geotextile Fleece not uesd ,the rate would be reduced by Rs. 5/-per Sqm) |
| 155 | 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. includingnecessary underlay 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] Red variety, 25 mm thick |
| 156 | Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of 59 mm x30 mm section with 2.0 mm (+/-0.2 mm) wall thickness.Horizontal & vertical section shall be fixed to each other by self tapping screws and solid polymeric or M.S. galvanised tubular 'L' shaped bracket 100mm x 200mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 120 mm x30mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle, reinforced by solid polymer bar of 200 mm long at both ends and screws from both sides as lock rail. The section frame will then be fitted in by PVC panels of size 100 mmx25mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt / tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliancesi/c carriage of all materials taxes and all other incidental charges complete. PVC Door Shutter-30 mm thick: Ground floor |
| 157 | First floor |
| 158 | Supplying solid flush type doors of commercial quality, the timber frame consisting of top and bottom rails and side styles of well seasoned timber 65mm wide each and the entire frame fitted with 37.5mm wide battens places both ways in order to make the door of solid core and internal lipping with Garjan or similar wood veneers using phenol formaldehyde as glue etc. complete, including fitting, fixing shutters in position but excluding the cost of hinges and other fittings in ground floor. 32 mm thick shutters (single leaf) |
| 159 | Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 160 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smootheningsurfaces by sand papering etc. |
| 161 | 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 : (a) On timber or plastered surface, With super gloss (hi-gloss) - (iv) Two coats (with any shade except white) |
| 162 | (b) On steel or other metal surface : With super gloss (hi-gloss) -Two coats (with any shade except white) |
| 163 | Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick). In Ground Floor |
| 164 | In First Floor |
| 165 | In Second Floor |
| 166 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparingthe surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor), Two Coats , Water based interior grade Acrylic Primer |
| 167 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification) including cleaning and smoothning of surface.Two Coats |
| 168 | Applying exterior grade acrylic primer of approved quality and brand on plastered or concrete surface old or new surface to receive decorative textured (matt finish) or smoothfinish exterior emulsion paint including scraping and preparing the surface thoroughly, complete as per manufacturer's specification and as per direction of the EIC. Two coats , In Ground Floor |
| 169 | In First Floor |
| 170 | In Second Floor |
| 171 | Protective and decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of the EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but cxcluding the cost of primer. In ground floor (Two coats) Super Protective 100% Acrylic Emulsion.In Ground Floor |
| 172 | In First Floor |
| 173 | In Second Floor |
| 174 | Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. 100mm. X 50mm. X 1.25mm. |
| 175 | Anodised aluminium barrel/ tower/ socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws: 225mm long x 10mm dia bolt. |
| 176 | Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting. 250mm long. |
| 177 | Iron door ring of approved quality fitted and fixed with nut and washer complete.50mm dia. |
| 178 | Anodised aluminium 'D' type handle of approed quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete. With continuous plate base (Hexagonal/round rod) 150 mm grip x 10mm dia rod. |
| 179 | Door stopper (Anodised aluminium) |
| 180 | Supplying, fitting and fixing UPVC pipes A type and fittings conforming to IS 13592-1992 with all necessary clamps nails including making holes in walls, etc. and cutting trenches in any soil, through masonry concrete structure etc. if necessary and mending good damages including jointing with jointing materials ( Spun yarn, valamoid / bitumen / M. seal etc.) complete UPVC pipe i) 110 mm. Dia. |
| 181 | UPVC Fittings :110 mm dia i)Plain tee |
| 182 | i) 87.5 bend |
| 183 | ii) Shoe |
| 184 | Supplying best Indian sheet glass panes set in putty and fitted and fixed with nails and putty complete. (In all floors for internal wall & upto 6 m height for external wall)(i) 4 mm thick |
| 185 | Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials. Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470, PartI.Payment will be made separetly on the basis of actual height based on relevantI.S.Code. (iii) For 50 usersA) With Pakur variety) (SAIL/TATA/RINL) |
| 186 | Constructing Inspection pit of inside measurement 600mm X 600mm X upto 600mm (depth) with 250 mm thick 1st. class brick work in cement mortar (1:4) on all sides, bottom of the pit consisting of 100 mm thick cement concrete (1:3:6) with stone chips over a layer of jhama brick flat soling, 15 mm thick (1:4) cement plaster to inside walls and out-side walls upto G.L. and 20 mm.thick (1:4) plaster to bottom of the pit, providing necessary invert with cement concrete (1:3:6) with stone chips as per direction, neat cement finishing to entire internal surfaces, top of the pit covered with 100 mm thick R.C.C. slab (1:1.5:3) with stone chips and necessary reinforcements upto 1% and shuttering including 6 mm thick cement plaster (1:4) in all externalsurfaces of the slab and one 560 mm dia. R.C.C. manhole cover of approved make supplied, fitted and fixed in the slab with necessary fittings, necessary earthwork in excavation in all sorts of soil, filling sides of the pit with earth and removing spoils after work complete in all respect with all costs of labour and materials. A) With Pakur variety) (SAIL/TATA/RINL) |
| 187 | Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials.With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and1.00m inside dia. For SAIL/TATA/RINL |
| 188 | Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approvedquality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint 630 mm X 450 mm size |
| 189 | Aluminium domical grating. (iii) 100 mm |
| 190 | Supplying, fitting and fixing Anglo-Indian W.C. in white glazed vitreous china ware of approved make complete in position with necessary bolts, nuts etc. With 'P' trap (without vent) |
| 191 | Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992. (ii) Double Socketed 0.60 Meter Length. 110 mm. |
| 192 | 110 mm. Bend 87.5º |
| 193 | 110 mm. Tee |
| 194 | Single Socketed 3 Meter Length 110 mm. |
| 195 | Closet seat of approved make with lid and C.P. hinges, rubber buffer and brass screws supplied, fitted and fixed complete.Anglo IndianPlastic (hallow type) white |
| 196 | Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc. |
| 197 | Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make supplied, fitted and fixed in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete.(ii) 470 mm X 280 mm X 340 mm |
| 198 | Supplying, fitting and fixing urinal flush pipe fittings of approved brand.(a) C.P. urinal flush pipe fittings range of one |
| 199 | Supplying, fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.750 mm long |
| 200 | Supplying, fitting and fixing Half round channel with or without outlet as required set in cement concrete (6:3:1) with jhama chips complete.(Payment of concrete will be paid seperately). 600 mm X 150 mm White vitreous chinaware |
| 201 | Open jointed stone ware pipe 100 mm dia. supplied, laid and fitted in position duly encircled all round by 150 mm thick layer jhama metal (38 mm to 50 mm size) including excavation of earth in any soil upto required depth including refilling trench,watering and ramming complete. (Cost of Jhama Metal to be paid seperately) |
| 202 | Supplying, fitting and fixing best quality Indian make mirror 5.5 mm thick with silvering as per I.S.I. specifications supported on fibre glass frame of any colour, frame size 550 mm X 400 mm. |
| 203 | Supplying, fitting and fixing soap holder Fibre glass |
| 204 | Supplying, fitting and fixing towel rail with two brackets. Aluminium 25 mm dia. and 600 mm long |
| 205 | Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . 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, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials 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. CPVC Pipes Class-1, SDR-11 For concealed work, 15 mm dia. |
| 206 | For exposed work (ii) 20 mm dia. |
| 207 | (ii) 25 mm dia. |
| 208 | Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. markng with fittings(tested to 21 kg/sq.cm.).(i) 25 mm |
| 209 | (ii) 20 mm |
| 210 | (iii) 15 mm |
| 211 | Supplying, fitting and fixing bib cock/ stop cock. (i) Chromium plated Bib Cock short body (Equivalent to Code No. 511 & Model - Tropical / Sumthing Special of ESSCO or similar brand). |
| 212 | (ii) Chromium plated Concealed Stop Cock (Equivalent to Code No. 514(A) & Model - Tropical / Sumthing Special of ESSCO or similar brand). |
| 213 | (iii) Chromium plated angular Stop Cock with wall flange (Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand). |
| 214 | Polythene Bib Cock / Stop Cock (HD) with metal inlet (EMCO / ATLAS or equivalent) 15 mm |
| 215 | Cutting hole through wall, roof or cornice and mending good all damages. |
| 216 | Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (d) 4000 litre capacity |
| 217 | Labour for hoisting plastic water storage tank. (ii) Above 1500 litre upto 5000 litre capacity. (a) Upto 1st story from G.L. |
| 218 | Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 219 | Supplying, fitting and fixing pillar cock of approved make.Polythene Piller Cock (EMCO / ATLAS or equivalent), (i) 15 mm |
| 220 | Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor)...(A) Above ground.(a) 110 mm |
| 221 | Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report. |
| 222 | Labour for boring through any type of soil for sinking tubewell of required dia. with top enlargement by rig boring system (either by reserve circulation or by direct rotary method) including hire charges and labour for rig machine, tools and plants, staging, force pumping set and making arrangement for water required for boring etc. complete and lowering of pipes, strainers, blind pipes etc. complete.For depth upto 250 metre for 150 mm dia. Tube well with top enlargement of 250 mm dia.(upto 50 metre).First 50 M |
| 223 | Next 50 metre |
| 224 | Next 50 metre |
| 225 | Rest 50 Metre |
| 226 | Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with 'V' notch including hire and labour charges for all tools and plants and scaffolding as required. |
| 227 | Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete. |
| 228 | Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants and sterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. |
| 229 | Providing and fixing bell plug as required upto 250 mm (internal) dia.ERWMS pipe including cost of materials and labour complete. |
| 230 | Sypply of E.R.W.M.S.(Electrical Resistant Welded M.S.) black pipe of of TATA make (heavy quality) as per standard specification, 5 mm thick.150 mm dia. (internal) |
| 231 | 250 mm dia. (internal) |
| 232 | Supplying, fibre glass reinforced Epoxy resin slotted of 1 mm slot width in 6.1m length of approved make and as per direction of the Engineer - in -Charge150 mm dia.7.00 mm wall thickness |
| 233 | Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality |
| 234 | Supplying, fitting and fixing G.I. cap at top300 mm |
| 235 | Supplying, fitting and fixing heavy type bell mouth reducing socket.150 mm X 250 mm |
| 236 | Packing annular space between the outside of the housing pipe and the bore with puddled clay balls of approved size as per direction of the Engineer-in-charge with cost of all materials and labour complete. |
| 237 | Supplying and fixing polythene pipe complete with fittings as necy. under ceiling/beam, bound with 22 SWG GI binding wire incl. supplying and drawing 1x18 SWG GI Wire as fish wire inside the pipes and fittings and providing 50 mm dia disc of MS sheet (20 SWG) having colour paint at one face fastened at the load point end of the polythene pipe with fish wire (synchronizing with roof/beam casting work of building construction) 19mm dia 3mm thick Polythene Pipe |
| 238 | 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 |
| 239 | Supply of G. I. pipes of TATA make including necessary sockets, 80 mm dia. : Light quality |
| 240 | Labour for hoisting and placing in proper position (up to 1st floor level) departmental R.S. joists, channels, angles. Tees, plates etc. including fitting and fixing same with bolts and nuts, if necessary (but excluding cost of such bolts and nuts) |
| 241 | Supplying, fitting, fixing bolts with nuts, washer:(i) 10 to 16 mm dia:Length above 75 mm and upto 150 mm |
| 242 | Cleaning and removing conservancy garbage mixed with rubbish & other filthy materials from the road side flank, drain and compound including cutting, loading, unloading to and from truck or cart by Mathor labour & removing the same to any distance. |
| 243 | Add GST @ 18% on above |
| 244 | Add labour welfare cess @ 1% Please Enable Macros to View BoQ information |
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