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| Sl. No. | Item Description |
| 1 | Civil Work |
| 2 | GRC WORKProviding and fixing Glass Reinforced Concrete(GRC) Screens & other elements , casted in concrete design in approved sizes, patterns, with wall thickness of 12 to 20 mm with border thickness varying from 30 to 50 mm thick. The elements should be made from 53 grade Birla White Cement, white quartz graded silica sand, alkali resistant glassfiber from Cemfil, Japan or equivalent, and other polymers of approved make. The fixing of screen should be done using 'DryFixing\\" method on to structural support members i.e. RCC, BrickWork or Red Oxide primer paint or Epoxy primer paint treated mildsteel. The fixtures, fasteners & self tapping screw to be used for dry fixing should be of HP/KLIMAS/ Fisher / Wurth / Hilti. The quantity of fasteners or self tapping screws shall be calculated in accordance to the weight of screen and actual site fixing conditions. If there will be requirement of joint filling then elastomeric exterior grade paintable PU Sealant will be used. Vender shall submit shop drawing,the drawings to be duly approved from, Engineer-in charge at site, (structural support member if required shall be paid separately)(MAKE : 'MULTIWYN [HSN/SAC : 68109100]' or equivalent)GFRC Gate Type - 1 |
| 3 | GRC WORKProviding and fixing Glass Reinforced Concrete(GRC) Screens & other elements , casted in concrete design in approved sizes, patterns, with wall thickness of 12 to 20 mm with border thickness varying from 30 to 50 mm thick. The elements should be made from 53 grade Birla White Cement, white quartz graded silica sand, alkali resistant glassfiber from Cemfil, Japan or equivalent, and other polymers of approved make. The fixing of screen should be done using 'DryFixing\\" method on to structural support members i.e. RCC, BrickWork or Red Oxide primer paint or Epoxy primer paint treated mildsteel. The fixtures, fasteners & self tapping screw to be used for dry fixing should be of HP/KLIMAS/ Fisher / Wurth / Hilti. The quantity of fasteners or self tapping screws shall be calculated in accordance to the weight of screen and actual site fixing conditions. If there will be requirement of joint filling then elastomeric exterior grade paintable PU Sealant will be used. Vender shall submit shop drawing,the drawings to be duly approved from, Engineer-in charge at site, (structural support member if required shall be paid separately)(MAKE : 'MULTIWYN [HSN/SAC : 68109100]' or equivalent)GFRC Gate Type - 2 |
| 4 | GRC WORKProviding and fixing Glass Reinforced Concrete(GRC) Screens & other elements , casted in concrete design in approved sizes, patterns, with wall thickness of 12 to 20 mm with border thickness varying from 30 to 50 mm thick. The elements should be made from 53 grade Birla White Cement, white quartz graded silica sand, alkali resistant glassfiber from Cemfil, Japan or equivalent, and other polymers of approved make. The fixing of screen should be done using 'DryFixing\\" method on to structural support members i.e. RCC, BrickWork or Red Oxide primer paint or Epoxy primer paint treated mildsteel. The fixtures, fasteners & self tapping screw to be used for dry fixing should be of HP/KLIMAS/ Fisher / Wurth / Hilti. The quantity of fasteners or self tapping screws shall be calculated in accordance to the weight of screen and actual site fixing conditions. If there will be requirement of joint filling then elastomeric exterior grade paintable PU Sealant will be used. Vender shall submit shop drawing,the drawings to be duly approved from, Engineer-in charge at site, (structural support member if required shall be paid separately)(MAKE : 'MULTIWYN [HSN/SAC : 68109100]' or equivalent)GFRC Gate Type - 3 |
| 5 | PUMPS & PANELSupplying, installing, testing and commissioning of Submersible vertical type pump. The pump shall have TEFC 2900 RPM three phase electric motor. The pump shall have SS Shaft/ SS Impeller/ Intermediate chamber. Pump shall be provided with mechanical seal. The pump shall be suitable for auto/ manual operation panel with level controller device, all types of valve on delivery line as required, 3 phase electrical cable from pump to panel as per requirement or suit at site, all indicator lights, etc. The installation shall be complete with all necessary ancillaries & accessories complete as required. (Make - Grundfos, Willo, Dp, Kiloskar or equivalent make)A) Water transfer pump (Submersible Vertical type) TUBE WELLFlow rate : 5 cum / hrHead : 40 mtrRequired for : Domestic water transfer from TUBE WELL. to U.G.R.Location : Bore wellMOC : SS body & SS impeller |
| 6 | GST as applicable - @ 18% |
| 7 | Labour Welfare cess - @ 1% |
| 8 | Ciivil Work |
| 9 | PILE WORKSurface 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. |
| 10 | Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary).(Payment to be made on area cleared) |
| 11 | Providing Bored Cast-in-situ M-25 grade R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly prepared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000m. Work to be executed as per IS: 2911 (Part II Sec 2).. (b) Using tripod, winches (i) Pile Dia: 500mm The rate provided is INCLUSIVE of cost of M25 GRADE of concrete along with The Rate of providing the temporary steel casing upto 3m depth is included. |
| 12 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply for rods, initial straightening & removal of loose rust (if necessary), cutting to requisite length hooking & bending to correct shape placing in proper position & with 16 gauge black annealed wire at every inter- section, complete as per drawing & direction.a) For works in foundation, basement & upto roof of ground floor/ upto P.L. (I) Tor steel or Mild steel I. SAIL/ TATA/RINL |
| 13 | Removal of mud/sludge/slurry/liquid earth obtained during piling work from the working site and disposal of the same beyond the KMC/Municipal or any suitable area with conformity of Municipal Corporation Rules using tanker including loading and unloading the same with pump, clearing the site complete in all respect as per direction of the Engineer-in-charge.(a) For 500mm Pile |
| 14 | 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.(a) In ground floor including roof. |
| 15 | Performing Lateral load test on two piles or twogroups of piles by introducing a hydraulic jack with gauge between two piles or pile groups under test by applying horizontal loads in increments of about 20% of the estimated safe load at each stage and applying the next increment after the rate of displacement is nearer to 0.1 mm. per 30 minutes till the total displacement becomes, 12 mm at the cutoff level including the cost of arranging the entire set-up, hire charges of all implements including at least two dial gauges, preparing the pile head if necessary, and removal of all arrangement after completion etc. complete in all respect including cost of carriage of all materials and as per IS specification and direction of Engineer-in-charge. |
| 16 | Performing Vertical load test on single Pile in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the jacks with all ancillary arrangements for setting up gauges, construction of suitable platforms, keeping the loads and dismantling and removing all arrangement etc. complete as per IS specification and direction of Engineer-in-charge i)Testing load upto100 T |
| 17 | Integrity testing of Pile using Low Strain / SonicIntegrity Test / Sonic Echo Test method inaccordance with IS 14893 including surfacepreparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerized equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-incharge. b) For Rest of South Zone & West Zone |
| 18 | Earth work & foundationEarth 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. |
| 19 | 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 offoundation. |
| 20 | 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)(ii) With carried earth arranged by the contractor within the radius of 3.00 km including cost of carried earth |
| 21 | (B) 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) |
| 22 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 23 | 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. |
| 24 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)In ground floor(A) [Pakur Variety] (a) 1:3:6 proportion |
| 25 | (d) Treatment to the back filling of R.C.C. foundation with chemical emulsion by admixing chloropyrofos emulsifiable concentrate (1% concentration) with water by weight at the rate of 7.5 ltr. per sq.m. of the vertical surface of the substructure of each side of the foundation. The work shall be carried out as per specification as described in para 6.3.1 of code IS- 6313 (part-II) 1981 (Mode of measurement will be per sq.m. of vertical area of foundation treated). |
| 26 | 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 mixformula 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 controlledconcrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture]M 25 Grade(i) Pakur Variety |
| 27 | 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 drawingand direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL |
| 28 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. Extra for using approved H.B netting in every third layer in 29 & 30 above in any floor.(a) In Ground floor |
| 29 | Hire & labour charges for shuttering with centering & necessary staging upto 4m. Approved stout props & thick hard wood planks of approved thickness with regarding bracing of concrete slabs, beams, columns, lintel curved or straight including fitting, fixing & striking out after completion of works. (Foundation & upto P.L.) as per decision & direction of Engineer-In-Charge.(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. |
| 30 | R.C.C.WORK, BRICK WORK & PLASTERControlled 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]M 25 Grade(i) Pakur Variety(a) Upto 4 Mtr. Lvl. |
| 31 | R.C.C.WORK, BRICK WORK & PLASTERControlled 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]M 25 Grade(i) Pakur Variety(b) 4 Mtr. - 8 Mtr. Lvl. |
| 32 | R.C.C.WORK, BRICK WORK & PLASTERControlled 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]M 25 Grade(i) Pakur Variety(c) 8 Mtr. & Above |
| 33 | 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 drawingand direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL(a) Upto 4 Mtr. Lvl. |
| 34 | 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 drawingand direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL(b) 4 Mtr. - 8 Mtr. Lvl. |
| 35 | 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 drawingand direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL(c) 8 Mtr. & Above |
| 36 | Hire & labour charges for shuttering with centering & necessary staging upto 4m. Approved stout props & thick hard wood planks of approved thickness with regarding bracing of concrete slabs, beams, columns, lintel curved or straight including fitting, fixing & striking out after completion of works.(upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.(a) Upto 4 Mtr. Lvl. |
| 37 | Hire & labour charges for shuttering with centering & necessary staging upto 4m. Approved stout props & thick hard wood planks of approved thickness with regarding bracing of concrete slabs, beams, columns, lintel curved or straight including fitting, fixing & striking out after completion of works.(upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.(b) 4 Mtr. - 8 Mtr. Lvl. |
| 38 | Hire & labour charges for shuttering with centering & necessary staging upto 4m. Approved stout props & thick hard wood planks of approved thickness with regarding bracing of concrete slabs, beams, columns, lintel curved or straight including fitting, fixing & striking out after completion of works.(upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work. (c) 8 Mtr. & Above |
| 39 | Hire & labour charges for shuttering with centering & necessary staging upto 4m. Approved stout props & thick hard wood planks of approved thickness with regarding bracing of concrete slabs, beams, columns, lintel curved or straight including fitting, fixing & striking out after completion of works.(upto roof of ground floor) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work.(e) Extra for staging beyond 4 m in any floor (Mode of measurement: area in plan x mean height of staging upto soffit of shuttering above initial 4 m) |
| 40 | Labour for Chipping of concrete surface before taking up Plastering work. |
| 41 | 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](b)20mm thick plaster (1:6 cement sand morter) external plaster(a) Upto 4 Mtr. Lvl. |
| 42 | 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](b)20mm thick plaster (1:6 cement sand morter) external plaster(b) 4 Mtr. - 8 Mtr. Lvl. |
| 43 | 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](b)20mm thick plaster (1:6 cement sand morter) external plaster(c) 8 Mtr. & Above |
| 44 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 45 | WATER PROOFINGApplying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1 bonding agent : 4 water : 6 cement) as per Manufacturer's specification . |
| 46 | Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer's specified rate) for concrete of various grades. |
| 47 | PAINTINGApplying 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. (b) Two Coats (a) Upto 4 Mtr. Lvl. |
| 48 | PAINTINGApplying 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. (b) Two Coats (b) 4 Mtr. - 8 Mtr. Lvl. |
| 49 | PAINTINGApplying 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. (b) Two Coats (c) 8 Mtr. & Above |
| 50 | 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.b) Premium 100% Acrylic Emulsion(a) Upto 4 Mtr. Lvl. |
| 51 | 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.b) Premium 100% Acrylic Emulsion(b) 4 Mtr. - 8 Mtr. Lvl. |
| 52 | 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.b) Premium 100% Acrylic Emulsion(c) 8 Mtr. & Above |
| 53 | Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick) |
| 54 | LANDSCAPINGSupplying and stacking of good earth (adequate for horticulture work) at site including royalty (earth measured in stack will be reduced by 20% for payment) |
| 55 | 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%). |
| 56 | Spreading of sludge, dump manure,/farm yard manure/animal dung manure and good earth in required thickness. This includes supply of labour, tools & plants excluding materials. |
| 57 | 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 circular nosing 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. |
| 58 | Supplying and fixing grasses tiles of grass Maxican Carpet/Selection No. 1 Healthy & fresh grasses (size 1'x1' or bigger) including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from wees and fit for mowing including supplying good earth as required by Engineer-in-charge. (Rate includes supply of labour, tools & plants including materials) |
| 59 | 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. |
| 60 | 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. |
| 61 | 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.xiv) Acalypha species ( Red/Green) of height 30cm-90cm in earthen pots of size 25cm. |
| 62 | Providing and stacking of Tabernaemontana coronaria (Chandni single) of height 75-90 cm. with 5-6 branches in bag of size 25 cm as per direction of the officer-in-charge. |
| 63 | Providing and stacking of Juniperus prostrata with 5 to 6 latral branches and green foliage in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. |
| 64 | Providing and stacking of Schefflera green, having 3 to 4 branch, ht. 30 to 45 cm well developed with fresh & healthy in 20 cm size of Earthen Pot/ Plastic Pot as per direction of the officer-in-charge |
| 65 | Providing and stacking of Ophiopogon jaburan ( variegated ),full of variegatedleaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. |
| 66 | INFORMATION WALLEarth 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. |
| 67 | 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. |
| 68 | 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. |
| 69 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)In ground floor(A) [Pakur Variety] (a) 1:3:6 proportion |
| 70 | 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 |
| 71 | 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. (a) Tor steel / Mild Steel I. SAIL/TATA/RINL |
| 72 | 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) (c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work |
| 73 | Labour for Chipping of concrete surface before taking up Plastering work. |
| 74 | 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, all consumables 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.Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. a) Span up to 12 Mtr |
| 75 | 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. |
| 76 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 77 | (A) 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 other than hi-gloss of approved quality- (iv) Two coats (with any shade except white) |
| 78 | Printing New Letters and Figures of any ShadePrinting new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).ii) English and Roman |
| 79 | Retro reflective Road Marking (Cold applied) |
| 80 | PATHWAYEarth 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. |
| 81 | 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. |
| 82 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 83 | 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. |
| 84 | (I) Cement concrete with graded stone ballast (40 mm size excluding shuttering)In ground floor(A) [Pakur Variety] (a) 1:3:6 proportion |
| 85 | Supplying and laying 25 mm thick Tiles of any shade of approved quality as per relevant IS code, IS : 1237-2012 laid in pattern as directed for footpath,ramp, staircase of public building over 25 mm thick (Avg) Cement mortar (1:3) & cement slurry @ 4.4 kg/Sq.m. at back side of Block (Cement for mortar & Slurry to be supplied by Department). in all respect i.e., with all labour and material .[Border concete if necessary to be paid separately].Note : Sub-grade CBR should not be less than 5. Coloured Decorative |
| 86 | Ornamental brick edging (75 mm wide) in compound roads, gardens etc. with 1st class or picked jhama bricks laid diagonally on end and with a corner slightly raised from the adjoining surface thus giving saw tooth appearance including cutting trench laying bricks and repacking the trench thoroughly on both sides of the edging complete as per direction. |
| 87 | 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.(ii) Grill weighing above 16 Kg./sq.mtr and abovea) In ground floor |
| 88 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 89 | (A) 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 other than hi-gloss of approved quality-(iv) Two coats (with any shade except white) |
| 90 | BULLAH PILINGPumping out water from ponds or tanks. |
| 91 | Supplying Sal-bullah piles at work site, including dressing and making one end pointed (iii) 150mm diameter |
| 92 | Supplying Sal-bullah piles at work site, including dressing and making one end pointed (i) 100mm diameter |
| 93 | 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.(iii) 150mm diameter |
| 94 | Labour for fitting and fixing 10 cm. to 13 cm.diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts. |
| 95 | Supplying empty Cement bags in good condition. |
| 96 | Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. |
| 97 | Coal tarring on wooden surfaces including cost of materials . (b) Double Coat |
| 98 | Supplying, testing and installation of 1.0-2.0 m wide Woven Jute Geotextile (JGT) 724 gm/sqm possessing tensile strength of 25 kN/m (+10%, -5% tolerance) with a porometry around 150 to 400 micron and thickness 2 mm. Jute fabric should be laid with overlaps of 150 mm crosswise and 300 mm longitudinally duly secured to subgrade by U-shaped M.S. staples (11 gauge)/ round head country nail of 150 mm length at an interval of 750 mm or as per direction of the Engineerin-Charge.(b) Using Treated Woven Jute Geotextile with approved rot-resistant (eco-friendly) additive. |
| 99 | SANITARY & PLUMBING WORKSSupplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).(iv) 50 mm dia |
| 100 | SANITARY & PLUMBING WORKSSupplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).(vi) 32 mm dia |
| 101 | SANITARY & PLUMBING WORKSSupplying, fitting and fixing gunmetal wheel valve of approved brand and make tested to 21 kg per sq. cm. (for water lines only).(vii) 25 mm dia |
| 102 | Supplying, fitting and fixing PVC pipes for underground work 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 including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will bemade for accessories,specials.)25 mm |
| 103 | Supplying, fitting and fixing PVC pipes for underground work 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 including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will bemade for accessories,specials.)32 mm |
| 104 | Supplying, fitting and fixing PVC pipes for underground work 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 including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will bemade for accessories,specials.)50 mm |
| 105 | Labour for boring through any type of soil for sinking tube well 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.(b) For depth upto 250 metre for 150 mm dia. Tube well with top enlargement of 250 mm dia.(upto 50 metre).(i) First 50 metre |
| 106 | Labour for boring through any type of soil for sinking tube well 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.(b) For depth upto 250 metre for 150 mm dia. Tube well with top enlargement of 250 mm dia.(upto 50 metre).(ii) Next 50 metre |
| 107 | Labour for boring through any type of soil for sinking tube well 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.(b) For depth upto 250 metre for 150 mm dia. Tube well with top enlargement of 250 mm dia.(upto 50 metre).(iii) Next 50 metre |
| 108 | Supplying high density polythene strainer of approved make with adapterconforming to I.S. specifications.(iv) 100 mm dia |
| 109 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets(iii) 75 mm dia. |
| 110 | Supplying, fitting and fixing plug of approved make conforming to I.S. specifications.(iii) 75 mm |
| 111 | Supplying, fitting and fixing check valve (vertical) G.M. tested to 21 kg per sq. cm.(vi) 50 mm |
| 112 | Supplying, fitting and fixing heavy type bell mouth reducing socket.(iii) 100 mm X 150 mm |
| 113 | Supplying, fitting and fixing G.I. cap at top(ii) 150 mm |
| 114 | Supplying, fitting and fixing M.S socket ring(i) 100 mm |
| 115 | Supplying, fitting and fixing M.S socket ring(ii) 150 mm |
| 116 | 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. |
| 117 | Labour for making arrangement for showing verticality test including the cost for hire charges of tools and plants, scafolding, labour etc. all complete. |
| 118 | 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. |
| 119 | Packing the annular space between the outside of the tube well pipes & strainers and the bore with pea size washed gravel of approved quality having size from 2 mm to 5 mm or the size approved by the Engineer-incharge including cost of all materials labour and equipment complete. |
| 120 | Providing and fixing bell plug as required upto 250 mm (internal) dia.ERWMS pipe including cost of materials and labour complete. |
| 121 | Supplying, fitting and fixing 300 mm M.S. housing clamp of approved quality. |
| 122 | Providing 200 mm centre guide.i) With Clamp |
| 123 | Geophysical investigation of the acquifer by electrologging system with all tools and plants as necessary including supply of necessary report. |
| 124 | ELECTRICAL WORKSFeeder Pillar Box (FPB)Design, Manufacturing, Supply, Installation, Testing & Commissioning of Feeder Pillar Box, cubicle type, made out of 2mm thick CRCA sheet, totally enclosed with canopy, IP 54, leg mounting,outdoor, compartmentalised, suitable for operation on 3 phase and neutral, 415 V, 50Hz AC system with busbars including internal wiring with suitable size wires/cable, interconnection, duly powder coated painting etc. including supply & installation of following switchgears, metering & protection instruments, earthings and following accessories in the FPB as per given outgoing details (Switchgear: L&T, ABB, Legrand, Schneider) There will be provision for manual overwrite with auto manual selector switch.INCOMER1 No. 32A, DP MCB & 32 Amp DP Power Contactor with 2NO+2NC Aux BlockProvision of Mounting 1 no 32 Amp single phase energy meter to be kept [Meter will be installed by Supply Authority]BUSBARS1 Set of 415V,100A,3∅,4W,50Hz,25KA FOR 1 SEC. busbars of high conductivity electrolytic quality Copper. (Cross section should not be less than 20mmx3mm)INSTRUMENTS1 No. 0 to 500 Volt digital voltmeter for 3 phase, 4 wire operation with LED display and selector switch alongwith 3 No. HRC control fuses and On, Off, Trip indication lamp. Digital time switch similar to GIC make should be there for controlling of street lights1 Set of phase(RYB) indicating lamps, LED typeOUTGOING-30 No.6A Amp DP MCB. |
| 125 | LT Main & Submain CableSupplying of following size cross -linke polyethylene (XLPE) insulated, PVC outer sheathed armored cable with galvanized round steel wire or steel strip, with Al./Cu. conductor suitable for rated voltage of 1.1 kV grade & conforming to IS:7098 (Part-I) 1988 amended up to date.(Compulsory ISI marked) as per technical specification. (Make: Polycab, Nicco, Havells, Gloster, KEI or equivalent)2 Core 2.5 Sq.mm (Cu/A) |
| 126 | LT Main & Submain CableSupplying of following size cross -linke polyethylene (XLPE) insulated, PVC outer sheathed armored cable with galvanized round steel wire or steel strip, with Al./Cu. conductor suitable for rated voltage of 1.1 kV grade & conforming to IS:7098 (Part-I) 1988 amended up to date.(Compulsory ISI marked) as per technical specification. (Make: Polycab, Nicco, Havells, Gloster, KEI or equivalent)4 Core 10 Sq.mm (Cu/A) |
| 127 | Laying on Wall / surface with Saddles / clampsLaying of cable upto 3/4 core 25 sqmm on wall/surface incl. S & F MS saddles with earthing attachment in 10 SWG GI (Hot Dip) Wire, making holes etc. as necy. mending good damages and painting |
| 128 | Laying through Existing PipeLaying only Cable upto 50 sqmm through existing RCC/Hume/ GI Pipe/open masonary trench for single, 2, 3, 3½ & 4 core |
| 129 | S/F LV/MV cable termination with Brass Compression Glands:Supplying and making indoor end termination with brass compresion gland and aluminium lugs for following size of PVC insulated and PVC sheated/ XLPE aluminium conductor cable of 1.1 KV grade as requiredFor 2 Coreupto 6 sq. mm. |
| 130 | S/F LV/MV cable termination with Brass Compression Glands:Supplying and making indoor end termination with brass compresion gland and aluminium lugs for following size of PVC insulated and PVC sheated/ XLPE aluminium conductor cable of 1.1 KV grade as requiredFor 4 Coreupto 10 sq. mm. |
| 131 | Finishing Copper Wire ends Finishing of the PVC insulated wire ends by socketting with pin/ ring type copper sockets and insulated tapes etc., including supplying sockets, tapes.2.5 Sq.mm |
| 132 | GI Pipe for CrossingSupplying & fixing medium gauge GI Pipe ( ISI-Medium) Protection with necessary fittings and jointing metarials as required40 mm dia |
| 133 | GI Pipe for CrossingSupplying & fixing medium gauge GI Pipe ( ISI-Medium) Protection with necessary fittings and jointing metarials as required65 mm dia |
| 134 | PVC Pipe on SurfaceSupplying and fixing PVC Rigid Conduit 'FR' [Precision Make] on wall, ceiling with saddles and other accessories as required and mending good damages to building works25mm size |
| 135 | Circuit/Submain Wiring in PVC Conduit:Wiring With PVC Insulated & Unsheathed Single Core Stranded Copper Wire \\"FR\\":Supplying and Drawing 1.1 KV single core stranded 'FR' PVC insulated & unsheathed single core stranded copper wire (Brand approved by EIC) of the following sizes in the prelaid polythene pipe and by the prelaid GI fish wire and making necy. connection as required (Wire Make: Finolex, Havells, Mescab, Gloster, Polycab)2x36/0.3 (2.5 sqmm) + 1x22/0.3 (1.5 sqmm) as ECC |
| 136 | OUTDOOR LIGHTENING(External Lightening)Supply, Installation, testing & commissioning of 72 WATT OUTDOOR TYPE RGB LED LINEAR WASH LIGHT K LITE ID 3067 |
| 137 | Supply, Installation, testing & commissioning of 16 WATT LED BOLLARD SIMILAR TO K LITE ID NO 5565 |
| 138 | Supply, Installation, testing & commissioning of 45 WATT LED ROUND FLOOR LIGHT K LITE ID 7054 |
| 139 | Supply, Installation, testing & commissioning of 18 WATT LED DIP COB SIMILAR TO K LITE ID 4082 |
| 140 | Supply, Installation, testing & commissioning of 7 WATT LED SPOT SPIKE SIMILAR TO K LITE ID 7052 |
| 141 | Soil Excavation :Excavation of soil for installation of Earth Electrode and filling & ramming.(a) For Soft Soil |
| 142 | PVC Loop in Loop out BoxSupplying and Fixing GI water proof looping cable box having hinged GI Top Cover having 4 mm thick with rubber gasket lining, railway type mechanical lockin arrangement, earthing terminal with lug etc. of the following sizes as indicated below, Comprising of one 250 V, 15 A Kit-Kat fuse unit, one NL onporcelain insulator etc. and housing the same in pole muffing incl. addition and alteration to the existing CC muffing (6:3:1)after dismantling the damaged looping cable box etc. where necy. incl. painting250 x 250 x 100mm |
| 143 | INSTALLATION OF EARTHING SYSTEMG.I. earth pipe electrode:Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts.long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm diax 80 mm long GI bolts, double nuts, double washers incl. S &F 15 mm dia GI pipe protection (1 Mts. long) to be filled withbitumen partly under the ground level and partly above groundlevel driven to an average depth of 3.65 Mts. below the ground level as below: By TATA-Medium GI pipe |
| 144 | Equipment earthing:Connecting the equipments body to earth busbar including S & F 25 mm x 6 mm galvanised (Hot Dip) MS flat on wall/floor with GI saddles as required and connection to equipments incl. drilling holes, with bolts, nuts, washers etc. |
| 145 | P/F 4 SWG GI loop earthing wire in surface / recess:Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages No. 4 SWG |
| 146 | Masonary encloser & CI cover for earth pitExtra for providing masonery enclosure on the top of the earth electrode of overall size 86.36 cm x 86.36 cm x 46 cm deep (below Ground level) complete with cemented brick work(1:6) of 25 cm width duly plastered with cement morter (inside) CI hinged inspection cover of size 36.56 cm x 35.56 cm with locking arrangement, GI reducer including drilling of 46 nos.12 mm dia holes on the GI pipe |
| 147 | Extra for treatment of soil by using salt & charcoal or coke for plate electrode Please Enable Macros to View BoQ information |
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