Nashik Municipal Corporation has published Providing And Supplying Of Murum , Stone Metal , Crush Metal Etc . Materials And Various Machinary Jcb , Dumper , Truck , Tractor , Roller , Pocland Etc On Rental Basis For Repairs Of Wbm Road In Nashik Road Div Providing And Supplying Of Murum , . Submission Date for this Tender is 26-10-2020. Prime Mover Tenders in ental basis for repairs of WBM road in Nashik Road Maharashtra. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 21-Oct-2020 | Date CSD | Date | 26-10-2020 |
| Name of Work: Providing and supplying of murum, stone metal, crush metal etc. materials and various machinary JCB, Dumper, Truck, Tractor, Roller, Pocland etc on rental basis for repairs of WBM road in Nashik Road Div. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB / DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving / cutting bushes, grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge. | BI01010001010000000000000515BI0100001113 | 6000 | Sqm |
| 2 | 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I (Using Screening Type A (13.2) mm Aggregate) | BI01010001010000000000000515BI0100001114 | 90 | Cum |
| 3 | 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening / binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate) | BI01010001010000000000000515BI0100001114 | 45 | Cum |
| 4 | 4 | Supplying and spreading hard murum/ kankar at the road site, including conveying and stacking complete. | BI01010001010000000000000515BI0100001114 | 3100 | Cum |
| 5 | 5 | Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. | BI01010001010000000000000515BI0100001115 | 20666.7 | Sqm |
| 6 | 6 | Supply of various machine broken metal for filling the voids in the soling including conveying stacking at the site or NMC PWD divisional shed as per requirement etc complete. Aggregate 12mm Grit | BI01010001010000000000000515BI0100001116 | 1050 | Cum |
| 7 | 7 | Supply of various machine broken metal for filling the voids in the soling including conveying stacking at the site or NMC PWD divisional shed as per requirement etc complete. Aggregate 6 mm Grit | BI01010001010000000000000515BI0100001116 | 1025 | Cum |
| 8 | 8 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. | BI01010001010000000000000515BI0100001116 | 600 | Cum |
| 9 | 9 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. | BI01010001010000000000000515BI0100001116 | 600 | Cum |
| 10 | 10 | Supply of Tractor and Trolly including loading and unloading Disel, Driver & 4 nos. of Labour for eight hours on hire basis at the site for NMC PWD division shed as per requirement etc complete | BI01010001010000000000000515BI0100001116 | 825 | Day |
| 11 | 11 | Supply of JCB machine with Driver, Disel, Driver for excavation or other purpose on hire basis at the site for NMC PWD division shed as per requirement etc complete | BI01010001010000000000000515BI0100001116 | 328 | Hrs. |
| 12 | 12 | Supply of Dumper / Truck 5.5cum/ 10 Ton with driver, Diesel for conveying excavated material on hire basis at the site for NMC PWD division shed as per requirement etc complete | BI01010001010000000000000515BI0100001116 | 1056 | Hrs. |
| 13 | 13 | Supply of Tractor with Ripper, cane and nager with driver, Diesel for excavation and leveling material on hire basis at the site for NMC PWD division shed as per requirement etc complete | BI01010001010000000000000515BI0100001116 | 328 | Hrs. |
| 14 | 14 | Supply of Road Roller 8 to 10 Tonne weight with driver Diesel etc per Day eight hours for Rolling on hire basis of patch work pot holes trenches murum, grit at the site for NMC PWD division shed as per requirement etc complete | BI01010001010000000000000515BI0100001116 | 81 | Day |
| 15 | 15 | Supply of Poclain D-200 Machine with Driver, Diesel for excavation or other purpose on hire basis at the site for NMC PWD division shed as per requirement etc complete | BI01010001010000000000000515BI0100001116 | 280 | Hrs. |
| 16 | 16 | Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted / welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete. | BI01010001010000000000000515BI0100001116 | 8.8 | M.T. |
| 17 | 17 | Conveying materials obtained from road cutting including all lifts, laying in layers, breaking clods, dressing to the required lines, curves, grades and section for a lead of 5 Km. from the site of excavation to the site of deposition as directed. Spec No MORTH 305 | BI01010001010000000000000515BI0100001116 | 600 | Cum |
| 18 | 18 | Providing and fixing in position steel fiber reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer-in-charge (20 tones capacity) (MJP, DSR 2019-20, Sec-I (XX)-17) | BI01010001010000000000000515BI0100001116 | ||
| 19 | 18.1 | 540 mm dia | BI01010001010000000000000515BI0100001116 | 10 | Nos. |
| 20 | 18.2 | 560 mm dia | BI01010001010000000000000515BI0100001116 | 10 | Nos. |
| 21 | 18.3 | 90 x 45 cm size | BI01010001010000000000000515BI0100001116 | 10 | Nos. |
| 22 | 18.4 | 90 x 60 cm size | BI01010001010000000000000515BI0100001116 | 30 | Nos. |
| 23 | 18.5 | 60 x 60 cm size | BI01010001010000000000000515BI0100001116 | 30 | Nos. |
| 24 | 18.6 | 60 x 45 cm size | BI01010001010000000000000515BI0100001116 | 10 | Nos. |
| 25 | 19 | Providing and constructing on sewer, Fly Ash Brick masonry circular manhole concentric cone 0.9 M dia. at bottom and 0.5 M dia. at top and upto a depth of 1.00 M, with 15cm thick CC 1:2:4 bed concrete, Fly Ash Brick masonry in Conical shape for 1.0 M with 0.23m. thk. BM in CM 1:6 proportion with 12 mm thick inside & 20 mm thick on outer- side plaster with fine cement smooth finish in CM 1:4, providing C.I. dapuri type steps each weighing 5.5 kg. at every 40cm c / c horizontal & vertical (Staggered), 15cm thk C.C.1:2:4 coping for providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm.dia. etc. complete as directed by Engineer-in-charge.As per Rate Analysis. | BI01010001010000000000000515BI0100001116 | 16 | Nos. |
| 26 | 20 | Providing and constructing on sewer, Fly Ash Brick masonry circular manhole concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 25 cm thick CC 1:2:4 bed concrete, Fly Ash Brick masonry in Conical shape for 2.00 M with 0.23 M thick in CM 1:4 proportion excluding excavation with 12 mm thick on inside & 20 mm thick plaster with fine cement smooth finish on outer side in CM 1:3, providing C.I. dapuri type steps each weighing 5.5 kg. at every 40cm c / c horizontal & vertical (Staggered), , 15cm thk C.C.1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm.dia. etc. complete as directed by Engineer-in- charge. (MJP, DSR 2019-20, SEC-I (XX)-6) | BI01010001010000000000000515BI0100001116 | 5 | Nos. |
| 27 | 21 | Providing and constructing on sewer, Fly Ash Brick masonry manhole Rectangle of size 600 x 450 mm and upto a depth of 900 mm with 15 cm thick CC 1:2:4 bed concrete, Fly Ash Brick masonry & with 23 cm brick work in CM 1:6proportion with 12 mm thick smooth plaster on inside & 20 mm thick on outer side in CM 1:3, 15 cm thk C.C.1:2:4 coping for providing and fixing approved make and quality S.F.R.C. frame and cover of 600 x 450 mm etc. complete as directed by Engineer-in-charge. (MJP, DSR 2019-20, Sec-I (XX)-3-A) | BI01010001010000000000000515BI0100001116 | 8 | Nos. |
| 28 | 22 | Providing and constructing on sewer, Fly Ash Brick masonry manhole Rectangle of size 600 x 900 mm and upto a depth of 900 mm with 15 cm thick CC 1:2:4 bed concrete, Fly Ash Brick masonry & with 23 cm brick work in CM 1:6, proportion with 12 mm thick smooth plaster on inside & 20 mm thick on outer side in CM 1:3, 15 cm thk C.C.1:2:4 coping for providing and fixing approved make and quality S.F.R.C. frame and cover of 600 x 900 mm etc. complete as directed by Engineer-in-charge.As per Rate Analysis. | BI01010001010000000000000515BI0100001116 | 14 | Nos. |
| 29 | 23 | Constructing additional depth / Rebate for Manhole of 900mm Dia. & above / below 1000 mm depth to cover variations with 230mm thick Fly Ash Brick masonry work in CM 1:6 proportion with 12 mm thick smooth plaster on inside & 20 mm thick on outer side in CM 1:3, providing C.I. dapuri type steps at every 40cm c / c horizontal & vertical (Staggered) As per Rate Analysis. | BI01010001010000000000000515BI0100001116 | 10 | Rmt |
| 30 | 24 | Constructing additional depth or Manhole of 1200mm Dia. & above / Rebate 2000 mm depth with 230mm thick Fly Ash Brick masonry work in CM 1:6 proportion with 12 mm thick smooth plaster on inside & 20 mm thick on outer side in CM 1:3, providing C.I. dapuri type steps at every 40cm c / c horizontal & vertical (Staggered), (MJP, DSR 2019-20, Sec-I (XX)-6-a) | BI01010001010000000000000515BI0100001116 | 5 | Rmt |
| 31 | 25 | Constructing additional depth or Manhole of 450x600x900 above 900 mm depth with 230mm Fly Ash Brick masonry work.in CM 1:6 proportion with 12 mm thick smooth plaster on inside & 20 mm thick on outer side in CM 1:3. (MJP, DSR 2019-20, Sec-I (XX)-3-A-a) | BI01010001010000000000000515BI0100001116 | 5 | Rmt |
| 32 | 26 | Constructing additional depth or Manhole of 900x600x900 above 900 mm depth with 230mm Fly Ash Brick masonry work in CM 1:6 proportion with 12 mm thick smooth plaster on inside & 20 mm thick on outer side in CM 1:3, As per Rate Analysis. | BI01010001010000000000000515BI0100001116 | 5 | Rmt |
| 33 | 27 | Excavation for foundation / pipe trenches in Slush Muddy / Marshy / Slushy / Soil including use of poclain, labour for dewatering during execution including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, preparing the bed by cleaning the mud, labour required for execution for shutterng item but excluding back filling etc. complete. Providing and fixing shuttering shall be paid separately. | BI01010001010000000000000515BI0100001116 | 100 | Cum |
| 34 | 28 | Cleaning the R.C.C. choked up pipes by using bucket machine and rodding machine in different places during cleaning operation all labour and safety precaution should be taken by maintainance contractor himself (i.e. suitable gas masks, gas detection driving prompt etc.) during cleaning operation in any damages done by the contractor shall be repaired by the contractor with his own cost. To clean the existing drain line bucket and rodding machine will not be given by department & if machinary provided by department charges will recovered from bill. Diversion of sewerage water any necessary excavation if necessary should be done by the contractor at his cost during the work necessary action for cleaning line traffic permission and proper precautions should be taken by contractorafter completion of a cleaning operation by contractor has to test the line in precence of enginreer- in- charge. (As per Rate Analysis) | BI01010001010000000000000515BI0100001116 | ||
| 35 | 28.1 | For 200mm to 400mm dia RCC drain line | BI01010001010000000000000515BI0100001116 | 500 | Rmt. |
| 36 | 28.2 | For 450mm to 600mm dia RCC drain line | BI01010001010000000000000515BI0100001116 | 500 | Rmt. |
| 37 | 28.3 | For 700mm to 900mm dia RCC drain line | BI01010001010000000000000515BI0100001116 | 500 | Rmt. |
| 38 | 29 | Cleaning or Desilting B.B.M. of various dia chamber on sewer including removing matarial upto a distance of 50.0M for all lifts as directed by Engineer-in-charge.etc. complete | BI01010001010000000000000515BI0100001116 | 40.54 | Cum |
| 39 | 30 | Refixing of paving blocks in position over prepared bed of sand of 100mm thickness including blindage of fine sand over the prepared bed compacting blocks including cost of all labours etc complete Spec. No. As directed by Enginnering in charge | BI01010001010000000000000515BI0100001116 | 2000 | SqM. |
| 40 | 31 | Providing, Lowering & Laying ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar / spigot & socket joints or rubber ring joints, including all cost of rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458 / 1988, lowering & Laying and giving satisfactory Hydraulic testing of the laid pipe line and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineer-in- charge (For all class of pipes.) as per IS- 783- 1985. as specified and directed by Engineer in charge etc. complete. (MJP, DSR 2019-20, Sec.-I (VI) RCC Pipes, 1d, e, f, 2) Page No. 94, 95, 96 R.C.C.NP-III Class (MJP, DSR 2019-20, Sec-I- (VI)-1-e) | BI01010001010000000000000515BI0100001116 | ||
| 41 | 31.1 | For 300mm Dia | BI01010001010000000000000515BI0100001116 | 60 | Rmt |
| 42 | 31.2 | For 450mm Dia | BI01010001010000000000000515BI0100001116 | 60 | Rmt |
| 43 | 31.3 | For 600mm Dia | BI01010001010000000000000515BI0100001116 | 60 | Rmt |
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