Panchayat Raj Engineering Department has published Package No.Dmft-Yld-13 - Improvements To (1) Road Work In Kamepalli Mandal, Khammam District, Package Estimate Cost Rs.106.47 Lakhs. Submission Date for this Tender is 18-04-2020. Road Work Tenders in KHAMMAM Telangana. Bidders can get complete Tender details and download the document.
| S.No | Subwork Name | Specification Number | Quantity | UOM | Rate(INR) | Amount(INR) |
|---|---|---|---|---|---|---|
| 1 | ROAD MAINTENANCE WORK | 201 MoRTH | 12900.00 | 1.00 Sqm | 3.41 | 43989.00 |
| Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness by Mechanical means as per the Techinical Specification Clause 201 MoRTH 5th Revision | ||||||
| 2 | ROAD MAINTENANCE WORK | 305 MoRTH | 8521.00 | 1.00 Cum | 238.02 | 2028168.00 |
| Forming Embankment with material obtained from borrowed useful earth from outside road boundary with 5km lead by mechanical means upto SDR with all leads and lifts including pre-watering of soil at borrow area, removal of top soil, excavation of soils at borrowed area, conveyance of soil, depositing the soil on the embankment, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P, complete for finished item of work as per MoRT&H specification 305 (5th revision). (The soil CBR>10%, PI<18% & MDD>1.8 g/cc) | ||||||
| 3 | ROAD MAINTENANCE WORK | 305 MoRTH | 2531.25 | 1.00 Cum | 253.04 | 640508.00 |
| Construction of earthen shoulders with selective soils obtained from borrow pits with MDD of 18 KN/Cum , CBR = 12%, PI < 12% from approved sources, grading and consoilidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of MoRT&H, including all hire and operational charges of T&P complete for finished item of work as per MoRT&H specification 305 (5th revision) (Payment Based on Levels) | ||||||
| 4 | ROAD MAINTENANCE WORK | 401 MoRTH | 25.44 | 1.00 Cum | 1666.10 | 42386.00 |
| Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - III of MoRT&H (Table 400-1 ) including cost, and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix-in-place method with rotavator / approved means at OMC and compacting with vibratory roller to achieve CBR value minimum of 30% at 98% of dry density and PI value maximum 6, complete for finished item of work as per MoRT&H Specification 401 (5th revision) including contractors profit & Over head charges excluding seigniorage charges etc | ||||||
| 5 | ROAD MAINTENANCE WORK | 406 MoRTH | 38.16 | 1.00 Cum | 2354.69 | 89855.00 |
| Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory roller of 80 to 100kN to achieve the desired density including lighting, barricading and maintenance of diversion, etc as directed by the Engineer-in-Charge and as per Technical Specification Clause 406 MoRT&H ( 5th revision ), including overhead charges & Contractor profit excluding seigniorage charges etc complete. | ||||||
| 6 | ROAD MAINTENANCE WORK | 502, 503 and 1904 MoRD | 22.11 | 1.00 Cum | 8296.56 | 183437.00 |
| Maintenance of bituminous surface road - Repair to pot holes by removal of failed material, trimming the sides to vertical and leveling the bottom, cleaning the same with compressed air or any appropriate method filled with 75mm B.M, agter applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specifications Clauses 502 , 503 and1904 MORD including overhead charges & Contractor profit but excluding GST and seignorage charges.. | ||||||
| 7 | ROAD MAINTENANCE WORK | 502 MoRTH | 239.40 | 1.00 Sqm | 32.11 | 7687.00 |
| Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means, as directed by the Engineer-in-Charge and as per Technical Specification Clause 502 MoRT&H (5th Revision) (for use on Wet mix macadam & WBM) ,including overhead charges & Contractors profit excluding seigniorage charges etc complete. | ||||||
| 8 | ROAD MAINTENANCE WORK | 503 MoRTH | 239.40 | 1.00 Sqm | 10.83 | 2593.00 |
| Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding seigniorage charges etc complete. | ||||||
| 9 | ROAD MAINTENANCE WORK | 503 MoRTH | 16699.35 | 1.00 Sqm | 8.40 | 140275.00 |
| Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.3 kg per sqm on the prepared Bituminous surface i.e. Dense grade bitumen macadam with Hydraulic broom,as directed by the Engineer-in-Charge and as per Technical Specification Clause 503 MoRT&H (5th Revision), including overhead charges & Contractors profit excluding seigniorage charges etc complete. | ||||||
| 10 | ROAD MAINTENANCE WORK | 507 MoRTH | 515.35 | 1.00 Cum | 8186.05 | 4218681.00 |
| Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant / 40-60 TPH Drum Type Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of grading-II premixed with bituminous binder 60/70 @ 5.4 to 5.6 percent of mix and filler (stone dust), transporting the hot mix to work site, laying with a mechanical paver finisher, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. (Considering 5% bitumen as per approved data of MORTH 4th revision. Subject to revision as per approved Job-mix formulae during execution by the competant authority) | ||||||
| 11 | ROAD MAINTENANCE WORK | 304 MoRTH | 288.00 | 1.00 Cum | 108.20 | 31162.00 |
| Earthwork excavation in soils upto SDR by mechanical means for foundations of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides of bottom, back filling the excavation earth to the extent required etc., complete excluding seignioarge charges for finished item of work as per MoRT&H specification 304(5th Revision) and as directed by the Engineer-in-Charge. | ||||||
| 12 | ROAD MAINTENANCE WORK | 304 MoRTH | 48.00 | 1.00 Cum | 2232.35 | 107153.00 |
| Sand ( 50% of Manufactured sand and 50% of natural river sand ) Filling in foundation trenches as per drawing and technical specification Clause 304 of MORTH including overhead charges & Contractors profit etc complete. | ||||||
| 13 | ROAD MAINTENANCE WORK | 1500, 1700, 2100 MoRTH | 132.00 | 1.00 Cum | 5461.39 | 720903.00 |
| Providing PCC M15 mix using 40mm, 20mm & 10mm size HBG crushed stone aggregate and fine aggregates(50% Sand and 50% Rock sand) conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500,1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for foundation. | ||||||
| 14 | ROAD MAINTENANCE WORK | MoRTH | 7.20 | 1.00 Cum | 7278.87 | 52408.00 |
| Vibrated reinforced cement concrete M 25 grade using 20mm & 10mm HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregates(50% Sand and 50% Rock sand) conforming to table 1000-2) including cost, (excluding seigniorage) conveyance of all materials to site and labour charges, centering, machine mixing, laying, vibrating, curing etc., including other incidental hire and operational charges of all T&P as per approved drawings and as directed during execution but excluding cost of steel and its fabrication charges for finished item as per SBD specification as directed by the Engineer-in-Charge for superstructure (Deck Slab) | ||||||
| 15 | ROAD MAINTENANCE WORK | 1600 & 2200 MoRTH | 0.35 | 1.00 MT | 51543.91 | 18040.00 |
| Supplying, fitting and placing of HYSD bars ( Fe-500 ) of different diameters, wrought and put up bars of all diameters including cost and conveyance of steel to site and all labour charges for fabrication of reinforcement including cutting, bending, binding rods, tying grills, placing them in position etc., complete including cost and conveyance of binding wire and all handling charges and operational charges etc., and including over lapping welding if required etc., complete for all R.C.C items for finished item of work as per standard drawings, as per the directions of the Engineer-in-Charge and as per MoRT&H specification 1600 & 2200 (5th revision) in super structure. | ||||||
| 16 | ROAD MAINTENANCE WORK | 1703 MoRD / 804 MoRTH | 6.00 | 1.00 No. | 2397.26 | 14384.00 |
| Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH ,including overhead charges & Contractors profit ,but excluding seigniorage charges. - Kilometre Stone | ||||||
| 17 | ROAD MAINTENANCE WORK | 1703 MoRD / 804 MoRTH | 20.00 | 1.00 No. | 660.67 | 13213.00 |
| Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MORD / 804 MORTH ,including overhead charges & Contractors profit ,but excluding seigniorage charges. - Hectametre Stone | ||||||
| 18 | ROAD MAINTENANCE WORK | 1701 MoRD | 4.00 | 1.00 No. | 13074.91 | 52300.00 |
| Providing and fixing of typical informatory and Name Board with necessary Logo as per specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be we welded with MS angle irone frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47mm of 12 SWG sheet tube. All M.s. will be stove enameled on both sides. Lettering and printing arrows, border etc., will be pointed with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding seigniorage charges. | ||||||
| 19 | ROAD MAINTENANCE WORK | 1701 MoRD | 4.00 | 1.00 No. | 2183.06 | 8732.00 |
| Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. supported and welded on 47 mm x 47 mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD.,including overhead charges & Contractors profit ,but excluding seigniorage charges. | ||||||
| 20 | ROAD MAINTENANCE WORK | 1701 MoRD | 10.00 | 1.00 No. | 1727.09 | 17271.00 |
| Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 mm x 47 mm 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 MORD ,including overhead charges & Contractors profit ,but excluding seigniorage charges. |
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