Haryana Urban Development Authority-HUDA has published Tender For Construction Of Internal Road And Rcc Retaining Wall In Sec-75,Faridabad. Construction Of Internal Road Including Earthwork, Gsb, Wmm, Prime Coat, Tack Coat, Thermoplastic Paint And Sign Board Etc. In Part-2, Sector 75, Faridabad And All Other . Submission Date for this Tender is 05-07-2023. Road Work Tenders in faridabad Haryana. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 28-Jun-2023 | Date Extension | Date | 05-07-2023 |
| Sl. No. | Item Description |
| 1 | HSR ITEM17.5.2 /////Compacting original ground below Embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction as per technical clause 305 of MORTH specifications. |
| 2 | HSR ITEM17.6///// Construction of Embankment with Material obtained from Borrow pitsConstruction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. |
| 3 | HSR ITEM 17.5.3///// Compaction of Earthwork. Compaction of & preparation of sub grade including loosening, leveling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 ofMORT&H specifications (in case of link roads earthwork to be done by villagers). |
| 4 | HSR ITEM17.13/// Granular Sub-Base (Mix in place) Construction of granular sub-base by providingMaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications. |
| 5 | HSR ITEM 17.24 ///Wet Mix Macadam 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 as per technical clause 406 of MORT&H specifications. |
| 6 | App. Item////Prime Coat @ 0.85 kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications.. |
| 7 | App. Item////Tack Coat. Providing and applying tack coat with bitumen vg-10 using emulsion pressure distributor atthe rate of 0.30 kg per sqm on the preparedbituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. |
| 8 | App. Item//Providing and laying 50mm - 75 mm dense graded bituminous macadam 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 VG 30 @ 4.5% by weight of total 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 complete, as per technical clause No. 505 of MORT&H specifications. |
| 9 | App. Item/// Tack Coat. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor atthe rate of 0.25 kg per sqm on the preparedbituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. |
| 10 | App. Item//// Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent 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 complete as per technical clause 507 of per MORTH specifications.. |
| 11 | HSR ITEM34.26//Road Marking with Hot AppliedThermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplasticcompound 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 .The finished surface to be level, uniform and free from streaks and holes. |
| 12 | HSR ITEM34.2.1///Cast in Situ Cement Concrete M 20 KerbwithChannel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. Using Concrete Mixer. |
| 13 | HSR ITEM 11.70//Extra for using White Cement based primer modified with high performance polymers, applied as an undercoat for exterior/interior cementitious surfaces before paint Technical Specifications: i) Degree of whiteness (in terms of reflectance) >93% ii) Fineness (Residue on 63 Micron Sieve) - Minimum 4.0 iii) Bulk Density - 0.8 to 0.9 kg/litre iv) Viscosity by Brookfield, 50rpm, Spindle no RV 05 at 25 - 300cP to 600cPv) Pot Life - Min. 180 minutes vi) Coverage after 1st coat - 80-1 00 sqft/kg vii) Adhesion cross-cut on 2 coat application after 48 hours - Min. 3B. |
| 14 | HSR ITEM11.73.2.////Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer"s specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work. |
| 15 | HSR ITEM 34.33///Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm,die-cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface bydrilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 8 73 part 4: 1973. |
| 16 | HSR ITEM34.13.1///Advance Direction signboard 1200x425 square as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition.Using retro reflective Sheeting Class C as per IRC 67 2012. |
| 17 | HSR ITEM 34.53///Providing and erecting 12 m wide overheadsigns with a corrosion resistant aluminium alloysheet reflected with high intensity retro-reflectivesheeting with vertical and lateral clearance givenin clause 802.2 and 802.3 and installed as perclause 802. 7 over a designed support system ofgalvanized steel trusses of section and type tobe mounted by bolts and nuts over RCCstructure as per drawing. |
| 18 | HSR ITEM 24.4.10.4///Erection of RCC/ PCC pole of following length in brick ballast and ramming the foundation, finishing with 150mm thick cement concrete (1 :3:6) layer on top with including excavation and refilling etc as required. Above 8.0 metre and up to 11.0 metre |
| 19 | N.S. Item///Hire charges of pump set of capacity 4000 Ltr/Hrs& Gen set 63 Kva with complete in all respect watering of pit upto 10 Mtr depth and upto suitable/a vailable leadto the entire satisfaction of engineer-in –charge. |
| 20 | HSR ITEM 4.12.1///Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil. |
| 21 | HSR ITEM 6.22.1.2///All works above plinth and up to floor IV level M-15 grade plain cement concrete cum (cement content considered @ 240kg/cum). |
| 22 | HSR ITEM 6.33.3///Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Cold twisted bars. |
| 23 | HSR ITEM 6.30.2///Centering and shuttering including strutting, propping etc. andremoval of form for Walls (any thickness) including attached pilasters,buttresses, plinth and string courses etc. |
| 24 | HSR ITEM 6.28.14///EProviding and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge.NOTE- (1) Cement content considered in this item is@ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix. (2) Fly ash conforming to grade I of IS 3812 (Part-2) only be used as part replacement of OPC as per IS :456. Uniform blending with cement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC and RMC. All works up to Plinth level. |
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