Zilla Parishad-ZP has published Construction Of Warehouse At Pathalipahar Gp. Submission Date for this Tender is 17-02-2022. Godown Tenders in bihpuria Assam. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | BUILDING CONSTRUCTION PART |
| 2 | Earth work in excavation for foundation trenches of walls, footings, Steps, septic tank etc. including reffiling (return filling) the quantity as necessary after complition of the work, breaking clods in return filling, dressing, watering and ramming etc . and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified. (A) Up to depth of 2.00 M bellow exsisting G.L. (b) In Hard / dense soil Most Post 36x1.00x1.00x1.20 = 43.20 Plinth Beam 4x56.00x0.40x0.60 = 53.76 Plinth beam 9x17.80x0.40x0.60 = 38.45 Total = 135.41 Cum DeductionPost 36x1x1x0.6 = 21.60 Cum Net Total = 113.81 Cum |
| 3 | Earth / sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, raming etc. complete as directed and specified including payment of land compantation and other duities and taxses as necessary. © with river sand or silt by truck carriage. Main Hall = 1x56.00x17.80x0.90 = 897.12 Total = 897.12 Cum |
| 4 | Providing brick soling in foundation and under floor with best quality jhama brick, sand packed and laid in level and in penel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete. (a) Brick on flat soling Main Post 36x1.00x1.00x1 = 36 Floor 1x56.00x17.80x1 = 996.80 P/Beam bottom = 2x56.00x0.40x2 = 89.60 P/Beam bottom = 1x17.80x0.40x9 = 64.08 Total = 1186.48 Deduction X Post and Beam 36x0.30x0.40x1 = 4.32 Net Qnty = 1182.16 |
| 5 | PCC work with coarse agregate of sizes 13mm to 32mm in foundation bed footings, steps, walls, brick work etc. as directed and specfied including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). (a) In prop 1:3:6 Main Post 36x1.00x1.00x0.10 = 3.60 Steps 2x3.60x1.20x0.10 = 0.86 Total = 4.46 Cum |
| 6 | Brick work in cement morter with 1st class brick including raking out joints and dewatering if necessary and curing comlpited in substruture up to P.L. © in prop. 1 : 4 Plinth wall 4x56.00x0.30x0.60 = 40.32 Plinth wall 9x17.80x0.30x0.60 = 28.84 Steps 2x3.40x1.00x0.45 = 3.06 Total = 72.22Deduction Post 36x0.30x0.30x0.60 = 1.94 Total = 1.94, Net atotal = 70.28 Cum |
| 7 | Providing form work of ordinary timber planking so as to give a rough finish including centering, shutering, struting and proping etc. (1) in foundation, footings etc. (ii)Using 25mm thick plank. Post bed 36x1.00x0.10x4 = 14.40 Post Jally 36x0.90x0.10x4 = 12.96 Post up to PL 36x0.30x0.30x2 = 6.48 Total = 6.48, Net Total = 46.80 Sqm |
| 8 | (2) sides of tie beam etc.at or bellow GL (ii)Using 25mm thick plank. Plinth Beam 4x56.00x0.30x2 = 134.40 Plinth Beam 9x17.80x0.30x2 = 96.12 Total = 230.52 Sqm |
| 9 | (3) Colomns, piller, post etc.(a) Square, ractangular in plane etc. having vertical face. (ii)Using 25mm thick plank. Main Post 36x4.50x0.30x4 = 194.40 Post plate S/Wall 4x56.00x0.15x2 = 67.20 Post plate L/Wall = 9x17.80x0.15x2 = 48.06 Lintal 4x56.00x0.15x2 = 67.20 Lintal 9x17.80x0.15x2 = 48.06Lintal4x2.50x0.15x2 = 3.00 Chazza 2x51.00x0.50x1 = 51.00 Total = 478.92 Sqm |
| 10 | Supplying, fitting and fixing in position reinforcement bars for RCC works including straightening, cutting, bending to proper shape and size, length as per detail drowing and technical specification supplying and binding with 20G anneled black wire and pipe. (a) From primary producer:(iI) Super Ductile Post Jally 36x0.80x0.89x12 = 307.58 Main Post 36x6.32x1.58x6 = 2156.89 Plinth beam 4x56.00x1.58x6 = 2123.52 Plinth beam 9x17.80x1.58x6 = 1518.70 Post plate 4x56.00x0.89x4 = 797.44 Post plate = 9x17.80x0.89x4 = 570.31 Lintal 4x56.00x0.62x4 = 555.52 Lintal 9x17.80x0.62x4 = 397.30 Lintal 2x2.50x0.62x4 = 12.40 Chazza 2x51.00x0.62x3 = 189.72 Chazza 2x0.50x0.62x4 = 264.12 Total = 8893.50, Grand Total = 9782.85Say = 97.829 Qtls |
| 11 | (b) ISI approved MS bars for Stirrups. Post stirrups 36x1.00x0.22x12 = 95.04Post stirrups 36x0.80x0.22x22 = 139.392 P/beam stirrups 4x1.00x0.22x373 = 328.24 P/beam stirrups 9x1.00x0.22x119 = 235.62 Post plate stirrups 4x0.60x0.22x373 = 196.94 Post plate stirrups 9x0.60x0.22x119 = 141.37 Lintal 4x0.60x0.22x373 = 196.94 Lintal 9x0.60x0.22x119 = 141.37 Total = 1474.92 Add 10% for lapping and wastages = 147.49 Grand Total = 1622.42 Say = 16.224 Qtls |
| 12 | Prpviding and laying plain/ reinforced cement concreate works cement with coarse sand and 20mm down graded stone aggregate including de-watering and curing etc.complete as directed but excluding cost of form work and reinforcement. I) Using mixture machine (A) In sub structure up to PL (a) in prop. 1 :2 : 4 All post 36x0.90x0.90x0.10 = 2.916 All post 36x0.30x0.30x1.52 = 4.925 Plinth beam 4x56.00x0.30x0.30 = 20.160 Plinth Beam 9x17.800.30x0.30 = 14.418Total = 42.419 DeductionBeam & post 36x0.30x0.30x0.30 = 0.972 Total = 0.972, Net Total = 41.447 Cum |
| 13 | Prpviding and laying plain/ reinforced cement concreate works cement with coarse sand and 20mm down graded stone aggregate. I) Using mixture machine (B) In super structure from PL to 1st floor level. (ii) Columns,piller, post, lintal,floor, roof beam etc (a) in prop. 1 :2 : 4 Main post 36x0.30x0.30x4.50 = 14.580 Post plate S/wall 4x56.00x0.15x0.15 = 5.040 Post plate L/Wall 9x17.80x0.15x0.15 = 3.605 Lintal 4x56.00x0.15x0.15 = 5.040 Lintal 9x17.80x0.15x0.15 = 3.605 Lintal 2x2.50x0.15x0.15 = 0.113 Chazza 2x51.00x0.50x0.08 = 4.080 Total = 36.062 Deduction Lintal & P/plate 36x0.15x0.30x0.15 = 0.243Total = 0.243 Net Total = 35.820 Cum |
| 14 | 112mm thick 1st class brick nogged wall in cement morter including raking out joints curing comlpited as directed in super structure above P.L. up to 1st floor level.(a) in cement morter prop. 1 : 4 L/ wall 2x56.00x4.50x1 = 504.00 S/ wall 9x65.00x1.50x2 = 175.50 S/ wall 2x9.90x1.80x1 = 35.64 S/ wall 2x4.50x1.65x1 = 14.85 G/ wall 2x6.50x1.25x0.5 = 8.13 Total = 738.12 Deduction Post 36x4.50x1.65x1.00 = 267.300 Door 2x4.50x3.30x1 = 29.70 Venti. 10x1.00x0.60x2 = 12.00 Total = 309.00 Sqm, Net Total = 429.12 Sqm |
| 15 | Providing and fixing in position collapsible M.S sq.m Rs.4,245.50 shutters with vertical channels 20 mmX10mmX2mm braced with flat iron diagonals 20 mm X5mm sizewith top and bottom rails of T-iron 40 mm X 40mmX 6mm with 38 mm dia steel pulleys complete with bolts and nuts , locking arrangements, stoppers, handles including applying a priming coat of red ead paint. Door 2x3050x2.70x1.00 = 18.90 Net Total = 18.90 Cum |
| 16 | 15mm thick cement plaster in single coat on rough side of single/half brick wall for interior platering up to 1st floor level including curing etc. complete as directed.(b) in cement morter 1:3 Qnty as per item No. 13. Net Total = 858.24 Sqm |
| 17 | Cement plaster sciritingwith cement morter in prop.1:3finished with afloating coat of neat cement including rounding of junction with floor. (a) 15mm thick. Plinth wall 2x56.00x0.90x1 = 100.80 Plinth wall 2x17.80x0.90x1 = 32.04 Hall 3x56.00x0.30x1 = 50.40 Hall 2x6.50x0.30x1 = 3.90 Steps 2x3.60x0.90x1 = 6.48 Net Total = 193.62 Sqm |
| 18 | Providing, fitting, hoisting and fixing of roof trusses including purlin fabricated out of MS black tubes cofforming to IS code as per approved design and drawing including providing MS cleats,base plate,bolt and nuts, and one coat of red oxide zink chrom. 40mm dia. Tube. @3.61kg/Rm Main rafter 7x9.40x6.53x2 = 859.35 Tie 7x17.80x7.92x1 = 986.83 M/ strut 7x2.50x3.61x2 = 126.35 Runner 2x56.00x3.61x2 = 808.64 Purlin 2x57.20x5.10x8 = 4667.52 Other post = 5x1.00x3.61x2 = 36.10 Other post 5x0.90x3.61x2 = 32.49 Other struts 5x0.60x3.61x2 = 21.66 Other struts = 5x0.60x3.61x2 = 21.66 Total = 7560.60 Add 5 % for base plate, cleats,nut & bolts etc. = 378.00 Total = 7938.63, Net Total = 79.39 Qtls |
| 19 | Providing Pre painted steel tile sheet at all leveis including fitting fitting and fixing self drilling, self tapping screws complete ( Roof trusses, purlins etc, to be measured and paid separately. b) 0.50 mm thick Main bld. 2x57.20x9.40x1 = 1075.36 Total = 1075.36 Sqm |
| 20 | (a) Applying one coat ofcement primer of approved band and manufracture on new wall surface after thoroughly brooming the surfaces free from morter droppings etc. including preparing the surface. Qnty as per item No. 16. = 858.23 Net Total = 858.23 Sqm |
| 21 | (b) Finishing wall with water profing cement paints of approved band and manufracture and of required shade on new wall surface (two coats) after thoroughly brooming the surfaces free from morter droppings etc. including preparing the surface.Out side wall Qnty as per item No. 13 = 429.12 Sqm |
| 22 | Providing plinth protechtion with brick flat laid in cement morter 1:4 and finished with 15mm thick cement plaster in prop. 1:2 with a floating coat of neat cement finish. Font & Back 2x56.60x0.85x1 = 96.22 Side 2x18.40x0.85x1 = 31.28 Sqm Net Total = 127.50 |
| 23 | 65mm thick cement concreate floor consisting 50mm under layer of c.c. in prop.1:3:6 and 15mm thick wearing layer of c.c. in prop. 1:1:2 laid in penel and finished with a floting coat of neat cement finising @2.75kg per sqm including curing etc and complet. All room & ver 1x56.00x17.80x1 = 996.80 Sqm Net Total = 996.80 Sqm |
| 24 | Providing and fixing of MS Grill of required pattern for windows and ventilator. II. Ornamental grill. (b) Fixed to steel frame Venti. 8x1.20x0.45x2 = 8.64 Total = 8.64 Sqm 15.00 Kg/ Sqm = 129.60 Kg Total = 130.00 Kg |
| 25 | Raising low site around the building with approved soil obtained from out side by truck carriage including breaking clods,dressing etc. complete. Out side wall Long Side 1x56.25x3.50x0.60 = 118.13 Long Side 1x56.25x2.20x0.60 = 74.25 Both Side 2x23.50x3.50x0.60 = 98.70 Total = 291.08 12.5% deduction for shrinkage allowance = 36.384 Net Total = 254.70 Sqm |
| 26 | TOILET FOR WAREHOUSE AT PATHALIPAHAR GAON PANCHAYAT |
| 27 | Earth work in excavation for foundation trances for wall columns etc. as directed in the item .(a) Ordinary Soil.(b) In Hard Soil .(i) Long Wall= (3.20 x 0.50 x 0.50) x 2 = 1.60 m3 (ii) Short Wall = (1.50 x 0.50 x 0.50) x 3 = 1.13 m3 (iii) Post………..= (0.60 x 0.60 x 0.75) x 6 = 1.62 m3 Total =4.35 m3 @ Rs 108.82 / m3 |
| 28 | Supplying Fitting and fixing in position reinforce bars confirming to relevant IS code for R.C.C. work including straightening , clearing , cutting and bending to proper shape and length as per details design completeas directed in the Item. ( A) 10 mm dia for Post ( i) upto Plinth Level For Post=( 4x 1.5 )x 6 x 0.62kg= 22.32kgs ( ii) AbovePlinth Level For Post=( 4 x 2.30 )x 3 x 0.62kg= 17.112kgs Post=( 4 x 2.10 )x 3 x 0.62kg= 15.624kgs ( B) 8 mm dia for Lintel (i) Long Wall= (3 x 3.20)x 2 x 0.40= 7.68 Kgs (ii) Short Wall = (3 x 1.70) x 3 x 0.40 = 6.12 Kgs Total = 68.86 Kgs6 mm Dia Rod for Stirrups for Post BelowP.L.(i)(0.90 x 11 x 6 x 0.22 ) = 13.10 Kgs Above P.L. (i)(0.55 x 16 x 3 x 0.22 ) = 5.81 Kgs (ii) ( 0.55 x 15 x 3 x 0.22 ) = 5.45Kgs FOR LINTEL (i)(0.45 x 20 x 2 x 0.22 ) = 3.96 Kgs (ii) (0.45 x 10 x 3 x 0.22 ) = 2.97Kgs Total = 31.29 KgsNetTotal= 100.15 Kgs Add 5% for wastage ………………….= 5.00 kgs GrandTotal= 105.15 kgs Say 1.05 Qtles Rs 6026.82 / Qntle= Rs 6,328.00 |
| 29 | Providing and laying RCC works in proportion 1:1.5:3 including curing complete excludingCost of form work complete as directed in the Item.(a) Substructure :M20 (i) Post up to Plinth Level =1.20 x 6 x 0.30 x 0.30 x = 0.648m3 @ @ Rs 6063.65 / m3 = Rs 3,929.00 |
| 30 | (b) Super Structure (ii) Post above Plinth Level= 2.30 x 3 x .15 x 0.15= 0.16 m3 (iii) Post above Plinth Level = 2.15 x 3 x .15 x 0.15= 0.15 m3 (iv) Lintel above Plinth Level= 3.00 x 2 x 0.15 x 0.15= 0.135 m3(v) Lintel above Plinth Level= 2.10 x 3 x 0.15 x 0.15= 0.14 m3 Total = 0.585 m3 @ Rs 6241.39 / m3 = = Rs 3,651.00 |
| 31 | (B):- Brick work in cement mortar with 1st class brick including racking out joints and dewatering if necessary and curing complete as directed in the substructure up to plinth leveletcand completedas directed in the Item. (c) In prop. 1: 4 UPTO PLINTH LEVEL . (i) Longwall = 3 x 2 x0.25 x 0.45= 0.675 m3 (ii) Short Wall = 1.95 x 3 x0.25 x 0.45= 0.658 m3 Total =1.333m3 @ Rs 5860.86 / m3 = = Rs 7,813.00 |
| 32 | SUPER STRUCTURE (i) Longwall= 3.00 x 2.13 = 6.39 m2 (ii) Longwall=3.00 x 2 = 6.00 m2 (iii) Short Wall= 1.50 x 2.10 x 3 = 9.45 m2 (iv) Steps = 3.00 x 0.45=1.35 m2 (v) Steps = 3.00 x 0.30= 0.90 m2 (vi) Steps = 3.00 x 0.15= 0.45 m2 Total =24.54m2 Deduct Post = 2.13 x 0.15 x 3 =( -)0.959 m2 Deduct Post = 2 x 0.15 x 3 = (-) 0.90 m2 Deduct Door = 1.90 x 0.90 x 2 = (-) 3.42 m2 Total =19.26 m2 @ Rs 653.01/ m2 = Rs 12,577.00 |
| 33 | 15 mm thick cement plaster in single coat on wall surface(rough side) etc. and finish even and smooth including curing complete in cement mortar 1:6 Wall- 3.00 x 2.13 x1 x2 =12.78 m2 3.00 x 2.00 x 1 x 2 =12.00 m2 1.30 x 2.10 x3x 2 = 8.19 m2 Total = 32.97. m2 Less for door- 2 x 1 x 0.90 x 1.90 =3.42 m2 Net Total=29.55 m2@Rs.116.85 /m2= Rs.3,453.00 |
| 34 | Providing ,fitting , hoisting and fixing of roof trusses including purline fabricated out of M.S. black Tubes confirmingto Relevant I.S. Code etc and Completed as directed . Roof Truss wit M.S Black Tube60.30mm dia pipe for Postplate =( 4 x 5.10 ) x 3= 61.20 Kgs 48.30mm dia pipe for purline= ( 2.50 x 3.61 ) x 4 = 36.10 Kgs Total = 97.30 Kgs= 0.973 Qtles @ Rs 8410.00 / Qtles= Rs 8,183.00 |
| 35 | Providing G.C.I. sheet roofing including fitting fixing necessary Galvd J or L hooks , bolts andnuts8mm dia bitumen washer completeas directed in the Item. ( 0.50 mm Thick ). Roof area=4.00 x2.50 = 10.00m2@ Rs 484.76 / m2= Rs 4,848.00 |
| 36 | 65 mm thick cement concrete floor consisting of 50mm under layer cement concrete in prop. 1:3:6 of 25 mm down and 15 mm thick wearing layer in cement concrete in prop. 1:1:2 laid in panels and finished with a floating coat of neat cement finished including curing etc . Quantity = 1.20 x 1.20= 1.44m2 1.50 x 1.20= 1.80m2 Total = 3.24 M2 @ Rs 511.10 / m2= Rs 1,656.00 |
| 37 | Providing, fitting and fixing 40mm x 48mm wood reinforce PVC chowkaths fixed to the columns/ stiffeners/walls with necessary hold fast / sleeves etc. As specified and directed at all levels.(1.90m x 4 + 0.90m x 2)...= 9.40 Rm@ Rs 186.12 / Rm= Rs 1,750.00 |
| 38 | Providing, fitting and fixing 24mm/29mm thick polymer reinforced mouldedPVC door shutters fixed to be chowkaths with necessaryscrews,hings,bolts etc .as specified and directed at all levels( other fittings to be measured and paid separately)(24 mm) .(1.83m x 0.75m) x 2....= 1.37m2 @ Rs 999.44 / m2= Rs 1,369.00 |
| 39 | Sanitary Fittings (including WC, siphon, gas pipe,etc)L/S= Rs 3,000.00 |
| 40 | SEPTIC TANK FOR 25 USERS Earth work in excavation for foundation trances for septic tank . item .(a) Ordinary Soil.(b) In Hard Soil .2.80 x 1.70 x 1.98 = 9.28 m3@ Rs 108.82 / m3= Rs 1010.00 |
| 41 | Cement concrete floor and foundation and slopping floor etc as directed in the item Prop. = 1:3:6. Floor and Foundation= 2.80 x 1.70 x 0.20= 0.95 m3 Sloping Floor = 2 x 0.90 x 0.05 =0.09 m3 Total = 1.04 m3 @ Rs 4292.86 / m2 = Rs 4465.00 |
| 42 | 1st ClassBrick work in cement mortar with 1st class brick including racking out joints and dewatering if necessary and curing complete as directed in the substructure up to plinth leveletcand completedas directed in the Item.(d) In prop. 1: 4LONG WALL First Step = 2.60 x .030 x0.60 x 2 = 0.942nd Step=2.40 x 0.15 x1.15x 2 = 0.83 m3 ShortWALLFirst Step = 0.90 x .030 x0.60 x 2 = 0.322nd Step=0.90 x 0.15 x1.15x 2 = 0.31 m3 Total =2.40m3@ Rs 5860.86 / m3= Rs 14,066.00 |
| 43 | PrecastRCC works finished smooth including steel reinforcement complete laid in position as directed in the item . Roof Coverof Septic Tank. Quanty = 2.40 x 1.30 x 0.075 = 0.234 m3 @ Rs 6063.65 / m3= Rs 1,419.00 |
| 44 | Supplying Fitting and fixing in position reinforce bars confirming to relevant IS code for R.C.C. work including straightening , clearing , cutting and bending to proper shape and length as per details design completeas directed in the Item.( A) 8 mm dia for Post ( i) For Cover= 6 x 2.40x 0.40 kg= 5.76 kgs 16 x 0.90 x 0.40 kg= 5.76 kgs Total = 11.52 Kg Say 12.00 Kgs Or 0.12 Qtles@ Rs 6026.82 / Qntle= Rs 753.00 |
| 45 | 12 mm thick cement plaster in single coat on wall surface(rough side) etc. and finishedand smooth including curing complete in cement mortar 1:3 (i) Longwall= 2 x 1.70 x2 = 6.80 m2 (ii)Short Wall=0.90 x 1.70 x2 = 3.06 m2 Total =9.86 m2@ Rs.116.85 /m2= Rs.1,152.00 |
| 46 | PAVER BLOCK ROAD |
| 47 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i ) Private Land Earth Filling 75x4x0.45 = 135cum |
| 48 | Granular sub-base with well graded material (table 400.1) (A) By mix in place method Construction of granular sub-base by providing well graded material in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical Specification Clause 401. (ii) For Grading II Material. Qnty: 75x4x0.1 = 30cum |
| 49 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specificationClauses 615, 710 and 1204.3.11 ii With Natural GravelQnty: 1x75x1x1 = 75cum |
| 50 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. (a) Including Edge block/ Edge restraints. Qnty: 1x75x4 = 300 Sqm |
| 51 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means Qnty: 1x75x4x0.85 = 25.5 cum |
| 52 | Rope L/S |
| 53 | SANITARY WORKS |
| 54 | NDIAN TYPE WATER CLOSET- Providingfitting and fixing vitreous water closet squatting pan (Indian type W.C Orissa pattern) with all fittings and fixtures complete including cutting and making good to the walls and floors whereever required. (Flushing Cistern to be paid separately |
| 55 | Providing, fitting and fixing CP soap tray / soap dish complete as directed and specified. (ii) Agmeco Make |
| 56 | Providing, fitting and fixing Chrome Plated waste coupling complete as directed and specified.(a) Jaquar Make |
| 57 | Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISIapproved including joining ,fitting and fixing wiyh clamps etc.as necessary completeat all levels including below G.L as directed and specified. a) In exposed surfaces or in trenches. |
| 58 | Supplying, fitting and fixing 87.5 degree PVC bend of(Supreme/Prince) or other ISIapproved including joining ,fitting and fixingetc.as necessary completeat all levels including below G.L as directed and specified. a) In exposed surfaces or in trenches. |
| 59 | Supplying fiting and fixing45degree PVC bend of (Supreme/Prince) or other ISI approvedincluding joining , fittingand fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. |
| 60 | Supplying fiting and fixing PVC Plain single tee of (Supreme/ Prince) or other ISI approved including joining, fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. |
| 61 | Supplying fiting and fixing PVCsingle tee with door of(Supreme/Prince) or other ISI approvedincluding joining , fittingand fixing etc. as necessary complete at all levels including below G.L. as directed and specified. a) In exposed surfaces or in trenches. |
| 62 | Providing fitting and fixing PVC cowel of ISI make completeas directed and specified. a) In exposed surfaces or in trenches. |
| 63 | FENCING WORKS |
| 64 | Supplying, fitting and fixing goat proof wire fencing 1070mm high with horizontal wire spacing at 130 mm, 130mm, 150mm, 150mm, 180mm and 180mm from bottom onwards and vertical wires at 100mm apart top and bottom wires should be of 8 S.W G. and intermediate and vertical wire should be of 10S.W.G.with angle iron posts specified (Alltheangle iron posts to be embeded 600mm in C.C.pillars ofsize 300mmx300mmx600mm in prop.1: 3: 6 and one coatof anticorrosive readymixed painting toalliron works)includingexcavation of foundationtrenchesfor C.C.blocksandrefilling and removal of surplus soil after completion of works.)including supplying, fitting and fixing with necessary straining eye bolts and staples etc. and painting one coat to all iron posts etc. with anti-corrosive blackpaintetc.complete as directed andspecified(intermediate and straining post should be placed not more than 4000mm and not less than 3000 mm apart and all posts embedded in C.C. pillars of size 300mm x 300mm x 600mm in prop 1:3:6). |
| 65 | a) Intermediate post 35mm x35mm x5mm x1800mm long bottom torched and duly slotted. c) Corner posts65mm x 65mm x 6mm x1820mm long with 2 stays of35mm x 35mm x 5mm x 1 670 mm and 3 base plates200mm x 200mm x 5mm,dulyslottedtotake eye bolts etc. d) Straining or end posts 65mmx 65mm x 6mmx 1820mm long with 1 stays of35mm x 35mm x 5mmx 1820 mm long withbase plates 200mmx 200mm x 5mm,dulyslotted to take eye bolts etc. |
| 66 | WATER SUPPLY WORKS |
| 67 | Providing and fixing Chlorinated Polyvinyle Chloride (CPVC) Pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipe. (B) Concealed pipe with cutting chases & making good the walls a) 15 mm nominal outer dia pipe |
| 68 | b) 20 mm nominal outer dia pipe |
| 69 | Supplying fitting and fixing C.P. bib cock 15mm dia of approved brand as directed and specified. (G.I. & C.P pipes will be measured separately)Jaquare make (a)Continental /Clarion |
| 70 | Supplying and fitting ball valve as specified and directed.. b) 20mm dia. (gun metal/Copper) |
| 71 | INTERNAL ELECTRIFICATION |
| 72 | Wiring for light/fan/call bell point with 2x1.5 sq. mm. P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabelor Equivalent Make as approved by the Deptt.) in surface/ recessed conduit wiring system with 20mm dia 2mm thick/ heavy rigid PVC IS: 9537 Part - IIIconduit (Berlia/ AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) including 6 Amp flush type switch/ bell push (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.) GI/ MS switch board (ISI marked) with phenolic laminated sheet cover ,ceiling rose(Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt.) etc. complete. Short point up to 3.00 metre. length. |
| 73 | Medium point up to 6.00 metre. Length. |
| 74 | Long point up to 10.00 metre. Length. |
| 75 | Wiring for 5/6 pin 16 Amps power plug point with 4 sq. mm. P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts (Finolex /RR Kabelor Equivalent Make as approved by the Deptt.) in surface/ recessedconduit wiring system includingand fixing 5/6 pin 16 Amps flush type socket outlets and 16 Amps flush type switch (Anchor penta /Gold medal /Kolor kany.Kom/Havells or equivalent make as approved by the Deptt./ Havells make), GI/ MS switchboard (I.S.I. mark withphenolic laminated sheet cover earth continuity with 2.5 sq. mm cableto the 3rd pin of the socketas required complete with 20 mm. dia. 2mm thick/ heavy rigid ISI marked IS: 9537 PART - III rigid PVC conduit(Berlia/ AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) Extra long point up to 20.00 metre. Length. |
| 76 | Wiring for drawing sub-main line with P.V.C. insulated single core unsheathed industrial (Multistrand) cable FR conforming to IS-694: 1990 with flexible bright annealed electrolytic copper conductor for voltage grade up to 1100 volts(Finolex /RR Kabelor Equivalent Make as approved by the Deptt.) in surface/ recessedPVC20 mm. dia. 2mm thick/ heavy ISI marked IS: 9537 PART - III rigid PVC conduit (Berlia/ AKG / Precision/ Presto Plast/Polycab/ MW or equivalent make as approved by the Deptt.) wiring system. With 4 x 10 sq. mm. + earth continuity with 2x6 sq. mm. cable in 40 mm. dia. 2mm thick/ heavy rigid PVC IS: 9537 Part - IIIconduit. |
| 77 | Supplying and fixing of batten holder (Anchor Penta PC CHERRY /Gold medal /Kolor kany.kom/Havells or equivalent make as approved by the Deptt.) including connection as approved by the Deptt. as required ( without Lamp) |
| 78 | Supplying and fitting of 18/20 Watt CFL lamp in the existing batten holder/angle holder/decorative bracket/bulk head fitting/ pendent holder etc. as specified and directed by the deptt. |
| 79 | Supplying with fitting and fixing sheet steel, phosphatised, powder painted dust & vermin proof Double door (IP-43) surface mounting SPN MCB DB incorporated with bas-bar, Neutral link, Earth bar and din rail etc fitted on wall with grouting nuts & bolts as reqd. complete with making necessary connection as approved, specified and directed by the deptt. (ABB, Schneider MG, legrand, Hager, Crabtree xpro make). 6 way SPN double door |
| 80 | Supplying with fitting and fixing single Pole 10 KA 240/415V 50Hz MCB of the following capacity complete with making necessary connection as approved, specified and directed by the deptt. C Series (Schneider MG, legrand, Hager,Crabtree xpro make). 6 to 32A |
| 81 | Supplying with fitting and fixing DP 10 KA 240/415V 50Hz MCB of the following capacity complete with making necessary connection as approved, specified and directed by the deptt. C Series (ABB, Schneider MG, legrand, Hager,Crabtree xpro make). 40A |
| 82 | Supplying with fitting and fixing panel mounting open execution 415V 50Hz 4P MCCB with Microprocessor Release (Ics=Icu, adjustable Over Load and Short Circuit setting, without enclosureof the following capacity complete with making necessary connection as approved, specified and directed by the deptt. 36KA(ABB, Schneider, legrand, L&T, Siemens, C&Smake). 160A |
| 83 | Supplying including installation, commissioning of vermin and dust proof totally enclosed cubical indoor type floor/wall mounting compartmentalize panel board of size 1.35M X 1.20MX 0.40M made of 16 SWG (1.66 mm thick) C.R. sheet and35mm X 35mm X 5mm size angle having 4 no legs at the bottom complete painting with 2 coats of Red Oxide metal primer and 2 coats of enamel paint. The panel board is to be erected in 1 : 3 : 6 PCC foundation including brick soling / grouting etc. complete neatly wiring done with provision for one no 125/160A 4pole MCCB or Switch Fuse Unit as incomer and provision for 6nos DP or TPN out going as specified and directed by the deptt. confirming to IP 43 protection comprising of the following electrical items: 1. 20mm X 3mm 4 strip copper Bus-Bar 0.6 M length each2. Digital 3 Phase Voltmeter Accuracy class 0.5- 1 no 3. Digital 3 Phase Ammeter Accuracy class 0.5- 1 no 4. Pilot Lamp with integral ckt LED 110- 230 V (Red, Yellow,& Blue) - 3 nos 5. Voltmeter & Ammeter Selector Switch- 2 nos 6. 2 A Slide fuse unit - 3nos (Incoming & Outgoing Switch Gear of reqd. rating will be measured and paid separately) |
| 84 | Supply, installation & testing of Copper Plate earth station with600 mmx600 mmx3 mm copper earth plate withnecessary 40 mm dia. G.I. medium duty watering pipewith G.I. Fittings such as Socket, Tee, elbow, nipple and 50 mmx40 mm G.I. reducing socket for funnel including locking arrangement with 300 mmx300 mmx6 mm C.I. hinged cover plate complete with digging of earth pit, construction of brick chamber and plastering of both inner & outer surface of wall as specified and directed by the deptt . |
| 85 | Extra for using salt 5 Kgand Charcoal 96 Kgin G.I./Copper plate Earth Station pit to provide low impedance ground in location of high soil resistivity as and when required and specified by the deptt . |
| 86 | Supplying & laying of 8 SWG Copper. earth from Earth Electrode (below G.L.)to electrical switch gears or electrical machineries including making necessary connection as approved, specified and directed by the deptt. |
| 87 | Supplying including fitting and fixing of followingA.C. Ceiling fan complete with all accessories like down rod, canopy etc. of following sweeps with making necessary connection as approved by the Deptt. as required complete and as directed by the Department [ without regulator]. Premium model1200 mm Sweep (ORIENT PSPOmake) / Premium model 1050 /1200 mm Sweep SS-390 Deco (Havellsmake) |
| 88 | Supplying including fitting and fixing of followingA.C. Exhaust fan in the existing hole on the wall of following sweeps with making necessary connection as approved by the Deptt. as required complete and as directed by the Department. Domestic.Trans Air 300 mm sweep (Cromptonmake) |
| 89 | Supply and laying of following size PVC/XLPE insulated and PVC sheathed 1.1 KV GradeSolid Aluminium conductor up to 10 sq mm balance stranded conductor, XLPE Insulated, cores laid up, PVC tape inner sheathed, Armour (Aluminium for single core up to 70 sq mm balance Aluminium strip, Galvanised for cables up to 2x10 sq mm.3x10 sq mm,4x6 sq mm balance all galvanised steel strip) , extruded PVC Type ST2 sheathed, 650/1100V grade as per IS 7908(Part 1)1988 armoured U.G. cableU.G. cable laid in ground/partially in air (as required for termination over groundincluding excavation of cable trench up to depth of 75cm, refilling, protective brick covering, Sand cushioning etc complete handling of surplus spoil, debris etto proper place as specified and directed by the deptt. (Nicco/ Havells/ RPG/CCI/Polycab/Gloster/ Finolex make) . 4 Core A2XWY A2XFY .70.00 Sq.mm.4 Core armoured U.G. cable |
| 90 | Supplying including installation, connection as approved by the Deptt., testing and commissioning of CENTRIFUGAL MONOBLOCK PUMP SET complete as directed and specified by the deptt. Supplying including installation of socket outlet 10/16 Amps 3/5 pin combine shuttered complete , MODEL RANGE LEGRAND (ARTEOR), ANCHOR (AVE), MK (BLENZE), SCHNEIDER (ZENSELO), CRABTREE(MURANO)including making necessary connection as per direction of department. |
| 91 | Supplying with fitting and fixing of 16 amp one way modular clip in switch, MODEL RANGE LEGRAND (ARTEOR), ANCHOR (AVE), MK (BLENZE), SCHNEIDER (ZENSELO), CRABTREE(MURANO)including making necessary connection as per direction of department. |
| 92 | Supplying with fitting and fixing of 6/10 amp one way modular clip in switch with LED , MODEL RANGE LEGRAND (ARTEOR), ANCHOR (AVE), MK (BLENZE), SCHNEIDER (ZENSELO), CRABTREE(MURANO)including making necessary connection as per direction of department. |
| 93 | Supplying including and fixing of following Metal boxes for MODEL RANGE LEGRAND (ARTEOR), ANCHOR (AVE), MK (BLENZE), SCHNEIDER (ZENSELO), CRABTREE(MURANO)in surface/ recessedsystem complete as per direction of department. 3 module type Metal |
| 94 | 9 module type Metal |
| 95 | Supplying including fitting and fixing of following MODEL RANGE LEGRAND (ARTEOR), ANCHOR (AVE), MK (BLENZE), SCHNEIDER (ZENSELO), CRABTREE(MURANO)front plate of suitable colour as per direction of department. 3 module type Metal |
| 96 | 9 module type Metal |
| 97 | Supplying with fitting and fixing of electronic modular fan speed controller 2 - module type MODEL RANGE LEGRAND (MYRIUS), ANCHOR (VIOLA), MK (WRAPAROUND/ PLUS), ABB (CHEIRON), KOLORS (KREST), SCHNEIDER (VIVACE), CRABTREE including making necessary connection as per direction of department. 100 watt electronic modular 4 step speed control2 - module type |
| 98 | Supplying with fitting and fixing of T 5 luminaries complete with all accessories such as ballast, starter etc. directly on wall / ceiling including connection cable,as approved by the Deptt. with 1.5 sq mm P.V.C. insulated S.C.copper conductor as required and as directed by the department. LHDT011286321 X 28W T5 FTL Havells or equivalent makeE-LITE DESIRE Surface Decorative ultra slim fixture with extruded aluminium body, prismatic diffuser, snap on installers & HF electronic ballast suitable for T5 FTLor equivalent (Equivalent will be selected by the deptt considering the mother items rate) (equivalent PHILIPS/ WIPRO/ BAJAJ/CROMPTON GREAVES / HPL/ SOLAR/ JAQUAR make). |
| 99 | EXTERNAL ELECTRIFICATION |
| 100 | Supplying including installation, connection cable,as approved by the Deptt. with 2x2.5 sqmm copper FR CABLE, testing and commissioning of following street light/ FLOOD LIGHT on existing pole/ Structure including lamp, driver, ballast as required complete as directed and specified by the deptt. 90W, Type GREEN LINE BRP 320 2x24LED PHILIPS make. or equivalent (Equivalent will be selected by the deptt considering the mother items rate) .. |
| 101 | Supplying with fitting and fixing panel mounting open execution 25KA 415V 50Hz 4P MCCB (Ics=Icu, adjustable Ir setting 0.7) without enclosure of the following capacity complete with making necessary connection as approved, specified and directed by the deptt. 25 KA 415V 50 Hz 4P MCCB (Schneider, legrand, Siemens, Indo Asianmake) 63A |
| 102 | Supplying with fitting and fixing sheet steel, phosphatised, powder painted Single door surface mounting MCCB enclosure of the following rating MCCB fitted on wall with grouting nuts & bolts as reqd. complete with making necessary connection as approved, specified and directed by the deptt. Schneider neo break, C&S, Havells, INDOASIAN, Standard, HPL, V-Guard or equivalent make as approved by the Deptt.) for 100A 3P/4P MCCB |
| 103 | Supplying with fitting and fixing Four Pole 415V Front handle operated open execution On Load Change over switchfitted on the existing cubical panel of the following capacity complete with making necessary connection as approved, specified and directed by the deptt. (C&S, Havells, Indo Asian, HPL, GECO make) 63A |
| 104 | Add for Load security for extention of load |
| 105 | GST 7 % of Estimated Cost |
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