Improvement To Service Road With Black Topping In Between Rd 0.00 Km To Rd-11.92 Km Of Chilchila Branch Canal And In Between Rd-2.97 Km To Rd-42.84 Km Of Golamunda Distributary
Tender Overview
Project Description
Improvement To Service Road With Black Topping In Between Rd 0.00 Km To Rd-11.92 Km Of Chilchila Branch Canal And In Between Rd-2.97 Km To Rd-42.84 Km Of Golamunda Distributary
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-Sep-2022 | 1st corrigendum | Technical Bid | 30-Sep-2022 |
| 2 | 12-Sep-2022 | 2nd corrigendum | Technical Bid | 30-Sep-2022 |
| 3 | 19-Sep-2022 | 3rd corrigendum | Technical Bid | 30-Sep-2022 |
| 4 | 30-Sep-2022 | Due Date Extended (30-Sep-2022) | Admin Corrigendum Date Extend | 01-Oct-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing grass and removal of rubbish up to a distance of 50m out side the periphery of the area etc. complete as per the direction of the Engineer-in-charge. |
| 2 | Excavation of any approved type of soil in approved borrow area by mechanical means loading in to & transportation by mechanical means & unloading the soil within thelead of 3 km on properly & scientifically approved surface including spreading & levelling the earth in 22.5cm layers to make ready for watering & compaction with sheep foot roller & dozers but excluding watering & compaction in canal bank for all heights including & construction, maintenance, watering & lighting of haul road & borrow area etc complete as per direction of Engineer-in-charge. (Measurement of the fill to be taken on the finished compacted section under OMC condition.) |
| 3 | Watering earthwork up to OMC condition and compaction by sheep foot rollers and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries complete as per direction of Engineer-in-charge. (Measurement to be taken on the finished compacted section of the fill under OMC condition.) |
| 4 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material away from work site with all leads and lifts including labour cess and machineries etc complete & as directed by Engineer-in-Charge.etc complete . |
| 5 | Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per clause 501.8.3.2 of MORTH Specification for Road and Bridge Works (4th Revision) including cost, conveyance, royalty of all materials, taxes, labour cess and machineries etc complete & as directed by Engineer-in-Charge. |
| 6 | Providing, laying, spreading & compacting stone aggregate of specific size to water bound macadamGRADE-III specification including spreading in uniform thickness hand packing, rolling with 3 wheeled roller 8-10 tones in stages to proper grade & camber, applying requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering & compacting for required density including cost ,conveyance, royalty of all materials, taxes, labour cess and machineries etc. complete as per direction of Engineer-in-Charge. |
| 7 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical 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 cost ,conveyance, royalty of all materials, taxes, labour cess and machineries etc. complete as per direction of Engineer-in-Charge. |
| 8 | Providing and applying Prime coat with bitumen Emulsion using bitumen emulsion pressure distributor at the rate of 0.60 kg per sqm on the prepared bituminous/granular surface cleaned mechanical broom as per clause 503 of MoSRT&H specifications for road and bridge works (4th Revision) including cost ,conveyance of all materials, taxes, labour cess and machineries etc. complete as per direction of Engineer-in-Charge. |
| 9 | Providing and applying tack coat with bitumen Emulsion using bitumen emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned mechanical broom as per clause 503 of MoSRT&H specifications for road and bridge works(4th Rev) including cost ,conveyance of all materials, taxes, labour cess and machineries etc. complete as per direction of Engineer-in-Charge. |
| 10 | Providing and layingbituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading including cost ,conveyance, royalty of all materials, taxes, labour cess and machineries etc. complete as per direction of Engineer-in-Charge. |
| 11 | Providing and laying Semi Dense Bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5per centof mix and filler including cost ,conveyance, royalty of all materials, taxes, labour cess and machineries etc. complete as per direction of Engineer-in-Charge. |
| 12 | Collecting, supplyingand laying moorum in layers not exceeding 100mm watering & compacting to the required density in O.M.C. with PRR including cost and conveyance of moorum, labour cess and machineries etc. complete as per direction of Engineer-in-Charge. |
| 13 | Earth work excavation of foundation in ordinary soil within 50m initial lead and 1.5m initial lift including dressing and levelling the bed with shoring, shuttering and dewatering if required etc complete and as per the direction of the Engineer-in-charge. |
| 14 | Filling in foundation and plinth with sand watered and rammed below bed includingall cost and conveyance of all materials with all labours, hire and running charges of all machineries, T&P, royalty of all materials, all taxes, labour cess etc. complete as per approved drawing, design and specification as per direction of Engineer-in-charge. |
| 15 | Cement Concrete work of M15 using 20mm and down graded size CBHG chips including mixing with concrete mixture with cost, conveyance, royalty of all materials etc. complete & as per the direction of the Engineer-in-charge. |
| 16 | Rigid smooth centering and shuttering for concrete workand dismantling after casting with cost, conveyance and taxes of materials and labour charges etc. complete as per the direction of the Engineer-in-charge. |
| 17 | Providing weep holes in Brick masonry/Plan/Rain-forced Concrete abutment, wing wall/ Return wall with 50mm dia P.V.C. Pipe, extending through the full width of the structures with slope of 1V:20H to-wards drawing face etc. complete as per drawing & technical specification including cost, materials, taxes, labour cess and machineries etc. complete. |
| 18 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 including cost, materials, taxes, labour cess and machineries etc. complete. The finished surface to be level, uniform and free from streaks and holes. |
| 19 | Providing and fixing60 cm equilateral Triangle of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost, materials, taxes, labour cess and machineries etc. complete and as directed by the Engineer-in-Charge. |
| 20 | Providing and fixing 80x60cm Rectangle of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost, materials, taxes, labour cess and machineries etc. complete and as directed by the Engineer-in-Charge. |
| 21 | Providing and fixing 60cm circular retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing including cost, materials, taxes, labour cess and machineries etc. complete and as directed by the Engineer-in-Charge. |
| 22 | Providing and fixing of PVC speed check system of 250 x 250 x 50 mm size yellow and black in colour within built reflection both side with inter locking system including filled with cement concrete and fixing with epoxy and nailing properly including cost, conveyance and taxes of all materials labour and T & P required for the work etc. complete as per the direction of Engineer-in-Charge. |
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Tender Timeline
Tender Published
Tender notice published.
CompletedCorrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedCorrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
CompletedBid Submission Deadline
Online submission via eProcurement portal.
CompletedBid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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