Municipal Affairs Department has published Construction Of Underground Cable Duct Through Open Trench Method On Both Side Of Footpaths From Avikhan To Videocon More And Micro Tunnelling From Cstc Garriage To R . S . Software ( 3Nos . 150Mm Dia X2sides ) Inclu . Supplying And Duct Pulling 7Nos40/. Submission Date for this Tender is 08-02-2020. Cable Tray Tenders in NDITA AREA West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of underground cable duct through Open Trench method on Both side of footpaths from Avikhan to Videocon more & Micro Tunnelling Method (Part) CSTC Garriage to R.S.Software ( 3nos. 150mm dia × 2 sides)including Supplying & Duct pulling 7 Nos 40/33 mm. HDPE Ducts with allied works (Phase - II) at Sector-V, Salt Lake under Nabadiganta Industrial Township Authority. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Taking out carefully Paver Blocks from old footpath and stacking properly at suitable nearer site etc. all complete. Analysis Rate | 1 | 1709 | Sqm. |
| 2 | 2 | Labour for taking out old soling edging including removing debris (a) Single flat soling. | 2 | 1709 | Sqm. |
| 3 | 3 | Construction of Bamboo fencing with setting of bamboo post of 75mm dia. @ 1500mm c/c and 450mm below the ground by digging hole in all sorts of soil and subsequent through repacking the same and clear height 900mm from the ground level including the cost of one coat coal-tarring the embeded portion of the bamboo and walling made of crushed bamboo or split bamboo or bamboo twigs (Kanchis) as directed and tied with necessary stiffeners of split bamboo (in Pair) made of 75mm dia. fitted & fixed including cost of nailing and complete with 2(Two) coats of synthetic enamel paint over a coat of wooden primer .(Analysis Rate) | 3 | 50 | Mtr. |
| 4 | 4 | Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision Analysis rate based on PWD(R)2017,P-246,It.-4.12 | 4 | 26 | Cum |
| 5 | 5 | By Mix in Place Method : 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) (i) Grading – I | 5 | 33 | Cum |
| 6 | 6 | Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth. PWD(B) 2017, P- 14,It. -2 | 6 | 1527 | Sqm. |
| 7 | 7 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand PWD(B)2017,P-14,It.-1 | 7 | 182 | Sqm. |
| 8 | 8 | Labour for relaying & resetting concrete Paver Block (Old servicable) of any shade over a layer of cosoldated Medium sand in pavement of Footpath as directed by the E.I.C. ANALYSIS RATE 2017(B) | 8 | 1527 | Sqm. |
| 9 | 9 | Supplying & laying as per IRC-SP:063-2004 paver unit of anyshade of approved quality as per relevant IS code, laid in pattern as directed in pavement, footpath, driveway (paver block only), etc including necessary underlay complete in all respect with all labour and material.\n[Border concrete if necessary to be paid separately].\nNote: Sub-grade CBR should not be less than 5. (c) 60 mm thick interlocking designer concrete paver block M-35 grade for light-traffic zone,commercial & office complex,tourist resort as per IS: 15658-2006 (over 20-40 mm medium sand bed on 250mm thk WBM/ WMM base course & 250 mm thk bound gnaular /granular sub-base course including cost of sand for sand bed but excluding cost of base ,sub-base course & subgrade preparation. (ii) Coloured Decorative . | 9 | 182 | Sqm |
| 10 | 10 | Relaying disturbed kerb stone on new lime concrete (18 : 36 : 100) bed up to 75 mm thick. | 10 | 138 | Mtr |
| 11 | 11 | 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 afterpreparing 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 pieceproperly with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete . | 11 | 40 | Mtr |
| 12 | 12 | Supplying & laying ornamental Cement Concrete road channel (300mm X 300mm X100) mm of M-20 grade, concrete on 150 mm thick foundation concrete having 50mm projection beyond kerb stone all complete as median as per direction of EIC. | 12 | 40 | Sqm. |
| 13 | 13 | 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. | 13 | 428 | Cum |
| 14 | 14 | Dismantling R.C. floor, roof, beams etc. including\ncutting rods and removing rubbish as directed\nwithin a lead of 75 m. including stacking of steel\nbars (a) In ground floor including roof. | 14 | 36 | Cum |
| 15 | 15 | Supply of High Density Poly-ethylene Pipe conforming to IS - 4984 - 2016 [PE - 100,PN-6]\nA. 6 Kg / Sq.Cm. (Working Pressure) Lowest Quoted Rate | 15 | 4080 | Mtr. |
| 16 | 16 | Labour for fitting and fixing high density poly-ethylene pipes or P.V.C. pipes for above ground work including cost of jointing materials paints etc. fitting and fixing all necessary specials, cutting pipes, making threads, 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 Engineer-in-charge. (B) underground (i)160mm dia.\n(Payment will be made on centre line measurement of the total pipeline including specials. ) | 16 | 4080 | Mtr |
| 17 | 17 | Construction of Fusion welded joints for 150 mm dia pipe. | 17 | 1350 | Each |
| 18 | 18 | Supplying and fixing of 150 mm dia End cap Analysis Rate Approved by NDITA. | 18 | 135 | Each |
| 19 | 19 | Pulling through underground Pipe including sealing at the ends.This includes supply, storage & Transportation of 40/33 PLB HDPE Duct (Silicore). | 19 | 19740 | Mtr. |
| 20 | 20 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.\n(i) Pakur Variety . | 20 | 36 | Cum |
| 21 | 21 | 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.\n(a) For works in foundation, basement and upto roof of ground floor/upto 4 m\n(i)Tor Steel / Mild steel 1. Sail,/ Tata,/Rinl. | 21 | 2.26 | MT |
| 22 | 22.1 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\ni)On Bituminous Surface (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.) | 22 | 132 | Sqm |
| 23 | 22.2 | ii)on Granular surfaces treated with Primer (Using Bitumen emulsion at the rate of 0.25 to 0.3kg per sqm . | 23 | 132 | Sqm |
| 24 | 23.1 | Picking up and removing old bituminous layer or\nsand sealing coat from old black topped surface\nand cleaning the exposed surface by scraping and\nstacking the material as directed.\n(a) By manual means :\n(i) From 25 mm to 50 mm thick.\n | 24 | 132 | Sqm |
| 25 | 23.2 | (ii) From 50 mm to 100 mm thick. | 25 | 132 | Sqm |
| 26 | 24.1 | Labour for picking up existing metalled road\nsurface to a specified average depth, including\nscreening and stacking the pavement materials. (c) For average depth above 75 mm but not\nexceeding 150 mm by manual means:\n(i) Stone-metal surface. (a) For average depth up to 40 mm by manual\nmeans: | 26 | 132 | Sqm |
| 27 | 24.2 | (b) For average depth above 40 mm but not\nexceeding 75 mm by manual means: | 27 | 132 | Sqm |
| 28 | 24.3 | (c) For average depth above 75 mm but not\nexceeding 150 mm by manual means | 28 | 132 | Sqm |
| 29 | 25 | Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by tipper trucks or by any other suitable rrangements, laying the mixture uniformly over the surface with paver finisher,including manual operations as and when required for proper line, grade and level to serve as wearing course on a previously prepared base, including mixing in Hot Mix Plant and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Hot Mix Plant and other machinery, pay of operators,cost of fuel and lubricants etc. complete as per Clause 510 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\n(ii) Using Drum mix Type HMP of minimum capacity 60-90 TPH. | 29 | 132 | Sqm |
| 30 | 26 | Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).\nII By Manual Means\nWith Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) | 30 | 132 | Sqm |
| 31 | 27 | Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level andalignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel andlubricants and wages of operational staff, quality controlcomplete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision B. For Grading 2\n(19 mm nominal size, 50-75 mm thick.) | 31 | 10 | Sqm |
| 32 | 28 | Micro-Tunnelling work with laying of HDPE pipe as per instruction of Site Engineer and as per site condition for laying of U.G cable including suply of HDPE pipe as per IS: 4984-1995 including preparation and submission of drawing for such cable laying. With 160 mm dia HDPE Pipe. | 32 | 3560 | Sqm |
| 33 | 29 | Construction of Manhole/Inspection pit of inside measurement 2000 x 1000 x upto 1500mm (depth) with 250mm. thick 1st. Class brick work in cement mortar (1:4) on all sides, bottom of pit consisting of 75mm thick cement concrete (1:2:4) with stonechips over a polythene sheet (150gm/sqm), 35mm thick Artificial stone floor with cement concrete (1:2;4) with stonechips, 20mm. thick (1:4) cement plaster to inside wall, top of pit covered with 100mm. thick precast R.C.C slab (1:1.5:3) with stonechips and necessary reinforcements upto 1%, shuttering, covered with M.S. Brackets made of 100 x 100 x8mm.,angle,channel 100 x50mm with priming one coat, Painting two coats with synthetic enamel including necessary bamboo baricading, earth work 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. | 33 | 23 | Each |
| 34 | 30 | Add GST 12% on Total Amount over Item no 1 to29 | 34 | 1 | JOB |
| 35 | 31 | Add Labour welfare Cess @ 1% on Total Amount over Item no 1 to 30 | 35 | 1 | JOB |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
