}

Package No.Dmft-Wyra-9 - Improvements To (1)Road Work In Enkoor Mandal, Khammam District, Package Estimate Cost Rs.133.00 Lakhs, KHAMMAM-Telangana

Panchayat Raj Engineering Department has published Package No.Dmft-Wyra-9 - Improvements To (1)Road Work In Enkoor Mandal, Khammam District, Package Estimate Cost Rs.133.00 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.




Tender Notice

24144149
Package No.Dmft-Wyra-9 - Improvements To (1)Road Work In Enkoor Mandal, Khammam District, Package Estimate Cost Rs.133.00 Lakhs
Open Tender
Indian
Telangana
KHAMMAM
18-04-2020

Tender Details

Package No.Dmft-Wyra-9 - Improvements To (1)Road Work In Enkoor Mandal, Khammam District, Package Estimate Cost Rs.133.00 Lakhs

Key Value

Document Fees
Refer document
EMD
INR 113000.0 /-
Tender Value
INR 1.12 Crore /-

BOQ Items

S.No Subwork Name Specification Number Quantity UOM Rate(INR) Amount(INR)
1 ROAD MAINTENANCE WORK 201 MoRTH 6936.00 1.00 Sqm 3.41 23652.00
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 305.4.3 10462.50 1.00 sqm 9.12 95418.00
Scarifying the existing bitumen surface to a depth of 50 mm by Mechanical means and disposal of scarified material with all leads and lifts upto 1000 Mtrs as per MoRT&H (5th Revision) Specn. No.305.4.3
3 ROAD MAINTENANCE WORK 305 MoRTH 2619.37 1.00 Cum 253.04 662805.00
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 406 MoRTH 1569.38 1.00 Cum 1843.29 2892813.00
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.
5 ROAD MAINTENANCE WORK 502 MoRTH 10494.00 1.00 Sqm 32.11 336962.00
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.
6 ROAD MAINTENANCE WORK 503 MoRTH 16462.50 1.00 Sqm 10.83 178289.00
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.
7 ROAD MAINTENANCE WORK 507 MoRTH 493.88 1.00 Cum 7607.97 3757386.00
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, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, 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
8 ROAD MAINTENANCE WORK MORD 503 &1904 6.22 1.00 cum 7748.22 48194.00
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..
9 ROAD MAINTENANCE WORK 401 MoRTH 225.00 1.00 cum 1559.00 350775.00
Construction of Granular sub-base by providing HBG/HBT material confirming to Grading - VI of MoRT&H (Table 400-1 & 400-2) 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
10 ROAD MAINTENANCE WORK 1500, 1700, 2200 MoRTH 450.00 1.00 cum 6281.07 2826482.00
Construction of dowel jointed un-reinforced, expansion and construction joint plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383 (1970) ( 50% of Manufactured sand and 50% of natural river sand), mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion and construction joints, applying primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including overhead charges & Contractors profit excluding seigniorage charges etc complete.
11 ROAD MAINTENANCE WORK 804 MoRTH 6.00 1.00 Each 2298.87 13793.00
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 804 MORTH ,including overhead charges & Contractors profit ,But Exculding seigniorage charges. Ordinery KM Stone
12 ROAD MAINTENANCE WORK 804 MoRTH 20.00 1.00 Each 643.17 12863.00
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 804 MORTH ,including overhead charges & Contractors profit ,But Exculding seigniorage charges. H.M Stone (200M) Stone
13 ROAD MAINTENANCE WORK 1701 MoRD 3.00 1.00 Each 12982.84 38949.00
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.
14 ROAD MAINTENANCE WORK 1701 MoRD 6.00 1.00 Each 2137.02 12822.00
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.
15 ROAD MAINTENANCE WORK 1701 MoRD 12.00 1.00 Each 1681.05 20173.00
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.
Disclaimer :
We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.
Tell us about your Product / Services,
We will Find Tenders for you

Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy

For Tender Information Services Visit : TenderDetail