Improvement Of Road For Toll Plaza At Rd 34200 Near Village Bamnauli On Rai Nahra Bahadurgarh Road Mdr -138 Road Id 9821 Civil Work Re-Invite

Tender Notice

27613104
Improvement Of Road For Toll Plaza At Rd 34200 Near Village Bamnauli On Rai Nahra Bahadurgarh Road Mdr -138 Road Id 9821 Civil Work Re-Invite
Indian
Haryana
08-04-2021
26-04-2021
27-04-2021

Tender Details

Improvement Of Road For Toll Plaza At Rd 34200 Near Village Bamnauli On Rai Nahra Bahadurgarh Road Mdr -138 Road Id 9821 Civil Work Re-Invite

Key Value

Document Fees
INR 1000 /-
EMD
INR 42000.00 /-
Tender Value
INR 21.06 Lakhs /-

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Name of Work: Improvement of road for Toll plaza at RD 34200 near village Bamnauli on Rai Nahra Bahadurgarh road MDR 138 (Road ID 9821) Civil work.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work excavation in ordinary soil exclusive of compensation of earth. Kassi work undressed involving n average horizontal throw upto 2 metres, and an average vertical lift upto 0.5 metre including breaking of clods. (HSR 6.2 (a)) Excavated earth may be reused on berms and deposed off surplus earth will all lead and lift including dressing complete in terriorial as per direction of Engineer-in-charge will be incidental to work and nothing will be paid. 127.6 Cum
2 2 Earth work in excavation in foundations, trenches etc. in all kinds of soils, not exceeding 2 Metres depth including dressing of bottom and sides of trenches, stacking the excavated soil etc. (HSR 6.6) 28.39 Cum
3 3 Cement concrete 1:8:16 with brick ballast 40mm nominal size in foundation & plinth (HSR 10.26) 13.6 Cum
4 4 Cement concrete 1 : 4 : 8 with stone aggregate 20 mm Nominal size in foundation and plinth. (HSR 10.38) 7.5 Cum
5 5 Cement concrete 1:3:6 with stone agg. 20 mm nominal size in foundation & Plinth (HSR 10.40) 1.35 Cum
6 6 Constructing safety blocks with cement concrete 1:11:3 with stone aggregate 20 mm nominal size in first storey upto 4 metres above plinth level(HSR 10.60+10.62) 6.6 Cum
7 7 Precast cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size in Kerbs and\nthe like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface including from work, placing and fixing in position, complete at the ground level or in first storey. (HSR 10.75+10.95(a) \n 8.02 Cum
8 8 Pre-cast cement concrete 1:2:4 with stone aggregate 20 mm nominal size in Kerbs and the like items, finished smooth with 6 mm thick cement plaster 1:3 on exposed surface indluding from work, placing and fixing in position, complete at the ground level or in first storey. (HSR 10.77) 10.85 Cum
9 9 Cement concrete 1:1½:3 with stone agg. 20 mm nominal size for reinforcement concrete work but excluding steel reinforcement, centering and shuttering in foundation & Plinth (HSR 10.79 +10.95 (a)) 13.72 Cum
10 10 Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement but (a)extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4 (HSR 10.90 + 10.95) \n 2.12 Cum
11 11 Providing and laying 60mm thick interlocking paver blocks ISI marked (IS code: 14658:2006) of all shapes and colours in design mix cement M-35 as per IRClSP:63-2004, over a bed of 25 mm thick fine sand complete in all respects.[HSR 10.157] 136 Sqm
12 12 Corrugate G.I sheet roofing 0.80 mm thick fixed with galvanized iron ‘J’ or ‘L’ hooks, 10 mm dia G.I limpet and bitumen washers complete, excluding the cost of purlins,rafters and trusses. (HSR13.18) 155.78 Sqm
13 13 Precast chequered tiles of 20 mm thickness In ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings. (HSR 14.45 + Note) 37.5 Sqm
14 14 Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces. Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surfaces of walls. (HSR 16.25 + 16.26) 496.75 Sqm
15 15 Providing and fixing aluminium works for doors, windows, ventilators and partitions with extruded built up standard tublar sections/ appropriate Z sections and other sections of approved make conforming to IS 733 and IS: 1285 fixed with rawlpulgs ans screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. aluminium sections shall be smooth, rust free straight mitred and jointed mechanically whrerever required including cleat angle, aluminium snap beading for glazing/ panelling C.P brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge. (Glazing and panelling to be paid for separately) (HSR 17.95) 283.78 Kg.
16 16 Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 grage. I type II in panelling fixed in aluminium doors, Windows shutters and partition frames with C.P brass/ stainless steel screws etc. complete. Pre-laminated particle board with decorative lamination on both sides and balancing lamination on both sides (HSR17.97 a) 11.52 Sqm
17 17 Providing and fixing glazing in aluminium door, windows, ventilator shutter and partition etc. with PVC/ Neoprene gasket etc. complete (cost of aluminium snap beading shall be apid in basic items). b) With float glass panes of 5.0 mm thickness (HSR 17.98 b) 13.01 Sqm
18 18 Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR 18.12) 82.55 Qtl.
19 19 Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/ depths/ storeys/ basements etc. (HSR 18.22)\nNote:- Reinforcement shall be measured in length including hooks, if any, separately for different diameter as actually used in work, excluding overlaps, wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement \n 8.67 Qtl.
20 20 Preparation of sub grade, including trenching, rough dressing of soil final dressing of earth,to given levels and camber, watering, rolling with road roller, and compacting the bed (HSR 24.1) Note: - In widening portion sub grade will be prepared with the use of Baby roller (HSR 24.1) or width of excavation should be made sufficient wide to accommodate road roller. Extra width required for compaction of sub grade shall not be paid and its expenditure shall be in incidental to the work. 232 Sqm
21 21 Providing and laying 200 mm granular sub base consisting of filter layer confirming to Table 400.1 Grading - III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. \nNote:- 1) Only crushed metal material should be used No. local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).\n2) Materials to be used and operations of manufacturing shall be approved by engineer.\n\n 46.4 Cum
22 22 Providing & laying 150 mm thick (Compacted) stone metal (G-I) 63 to 45mm gauge wearing coat to Water Bound Macadam using screening type 'B' compacting with 3 wheeled steel roller/vibratory roller to achieve the desired density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications of road & bridges (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respect. (N.S.) Note: - No local earth / natural occurring sand shall be allowed to be used as binding / screening. \nNote:- 1 Only crushed stone metal material should be used No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).\n 34.8 Cum
23 23 Providing, laying 100 mm thick spreading and compacting graded stone aggregate to Wet Mix Macadam (WMM) 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 MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No.406. (N.S.) \nNote: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).\n2. Material and operation manufacturing shall be approved by engineer. 23.2 Cum
24 24 Providing & applying primer coat with bitumen emulsion (S.S grade-I) prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 Kg/Sqm using mechanical means as per the MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No. 502 (N.S) 232 Sqm
25 25 Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg. per sqm. On the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No.503 (5th edition) 2013 as per MoRT&H specification (N.S.) 964 Sqm
26 26 Providing & laying 80 mm DBM using the reclaimed material to the extent of 30% per cent of the required quantity after carrying out necessary checks and evaluation, adding fresh material including rejuvenation as required, grade, level and thickness, all as specified in clause 519. (5th revision) 2013 using bitumen VG-30 (minimum Bitumen's 4.50% i/c bitumen of retrieved material as per job mix formula ) using 100-120 TPH batch type hot mix plant with appropriate arrangement for use of R.A.P, appropriate rollers and with hydraulic paver finisher with sensor control to the required grade. The milled material to be used in DBM shall be minimum 80% of the theoretical qiantity. \nNote:- If bitumen required more than 4.50% as per job mix formula no extra payment will be paid extra bitumen required will be considered as incidental to work.\nNote:- Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95% anti-stripping agent will be used by contractor. The anti-stripping agent should conform to the requiremetn as stipulated in IS 14982:2:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payble. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor.\n3). Where there is DBM on existing black top , cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work. 18.56 Cum
27 27 Providing & Laying 40mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade VG-30 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. \nIf bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. \nNote:- Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95% anti-stripping agent will be used by constractor. The anti-stripping agent should conform to the requiremetn as stipulated in IS 14982:2:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payble. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor.\nNote: - Where there is only BC on existing black top cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work. 29.28 Cum
28 28 Providing and fixing public information board consisting of 75 mm GI pipe of size 2.45 m.X 1.15 m with 900 mm X 900 mm GI sheet16 gauge. 2 Nos.
29 29 Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10 cms wide/ 15cm wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 803 of MORT&H specification for road and bridge works (5th revision) of 2013/ Latest edition. Each container of the thermoplastic material shall have the name trademark or other means of identification of manufacturer, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermoplastic paint material shall be of Asian Paint-Apcomark/Berger-Sigmarc/Prismo. The glass beads shall be of Potters/Sovitec/Fleolite. The thermoplastic material shall be sampled and tested in accordance with appropriate ASTM/BS method. The contractor shall furnish to the Engineer-in-Charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirement of the specifications. The reflector zing glass beads shall meet the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be meticulously followed. The minimum thickness specified is exclusive of surface of glass beads the method of thickness measurement shall be in accordance with appendix B and C of BS:3262 (part-3).\nNote: - Before start of work the contractor shall give brand, batch number, manufacturing date of the material to be used along with a photocopy of bill duly signed by the contractor and get approved the same from Engineer-In-Charge before use. 70 Sqm
30 30 Pavement marker (3M Cat-eyes) Molded shank raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular No. WNH/33023/10-97-DO lll dt. 11.06.1997. The Height width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree.The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kg. Fixing will be by drilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesive as per manufacture's recommendation and complete as directed by the engineer (of reputed make such as Avery Dennison/3M/etc.) as per item No. 3 of the lis of road furniture uploaded on the website of Haryana PWD B&R branch 200 Nos
31 31 Sholder mounted sign boards:- \n(Providing and fixing of shoulder mounted sign boards of various\nsizes using non-metallic micro prismatic retro reflective sheet\nconforming to IRC: 67 -2012 type lV HIP specification fixed on 3\nmm thick Aluminium Composite Panel, having 0.5 mm thick\nAluminium on both sides supported on Mild Steel Pipe leg post\n80mm NB, 1.6mm thick duly painted in alternative color of black\nand white embeded M-20 Grade concrete foundation of size 450mmx450mmx600mm, complete as per drawings, TechnicalSpecifications and as directed by Engineer-in-Charge.\nMANDATORY/REGULATORY SIGNS:- 600mm Circular sign, "No Parking" and "No Stopping" sign,"Speed Limit" "Prohibitory" 'Vehicle Control" sign, "Restriction" sign, and "Compulsory DirectionControl" and other sign etc. as per item No. 6.1 of the list of road furniture uploaded on the website of Haryana \nPWD B&R branch\n 10 Nos.
32 32 Cautionery/warning signs 600mm equilateral Tringle (Left Right curve,Right left Hairpin Bend, Side Road Left Right 'Y- lntersection,CrossRoad,Narrow Road Ahead,Road Widens, Nanow Bridge Ahead,Reduced Carriageway, Start of Dual Caniageway,End of Dual Carriageway,Gap in Median, Pedestrian Crossing,School Ahead,Men at Work, Speed Breaker,Rumble Strip, Guarded Railway Crossing and other signs etc.) as per item No. 6.4 of the list of road furniture uploaded on the website of Haryana PWD B&R branch\n 10 Nos.
33 33 MANDATORY/REGULATORY SIGN:-600 mm High Octagon\nUsage:- STOP SIGN as per item No. 6.6 of the list of road furniture uploaded on the website of Haryana PWD B&R branch 5 Nos.
34 34 Providing and fixing facility information sign:- 800 mm x 600 mm Rectangular\nUsage:- Eating Place, Light Refreshments, Resting Place, First Aid Post, Toilet, Filling Station, Hospital, PublicTelephone, Foot Over Bridge, Police Station, Picnic Site, Railway Station/MetroStation/Monorail Station, lndustrial Area, Cycle Rickshaw Stand, Taxi Stand, Auto-rickshaw Stand, Golf Course, National Heritage, Toll Road Ahead, BusStop, Bus Lane and other signs etc. as per item No. 6.7 of the list of road furniture uploaded on the website of Haryana PWD B&R branch 10 Nos.
35 35 Route Marker Signs:- 600mm x 450mm rectangular 2 Nos.
36 36 INFORMATORY SIGNS:-\nAdvance Direction Sign, Destination Sign, Reassurance Sign or Route Confirmatory Sign, Place/City ldentification, Truck Lay By, Toll Booth Ahead etc. Providing and installing shoulder mounted directional signages ofvarious sizes using non- metallic micro prismatic retro reflective sheet conforming to IRC: 67 -2012 type lV, HIP specification fixed on 3 mm thick Aluminium Composite Panel having 0.5 mm thick Aluminium on both sides supported on single or two nos. Mild Steel Pipe post 80 mm NB Medium 1.6mm thick duly painted in aliernative color of black and white embeded in M -20 Grade concrete foundation of size (450mmx 450 mmx 600 mm) complete as per drawings, Technical Specifications and as directed by Engineer-in-Charge. Up to 0.9 Sqm Board (To be supported on single M.S.Pipe post) More than 0.9 Sqm Board ( To be supported on Two nos: M.S. Pipe Posts) as per item No. 7 of the list of road furniture uploaded on the website of Haryana PWD B&R branchSize1200x600 10 Nos.
37 37 Size1200x900 10 Nos.
38 38 PVC Speed Breakers 10 Mtr.
39 39 Earth work on berms including excavation of earth in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift, but including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition.. Note:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer 127.6 Km.
40 40 Earth filling under floors with tibba sand non plastic under floors with good earth taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc. complete in all respect as per the direction of engineer in charge (For any lead lift) (N.S Items) 81.13 Cum
41 41 Providing of HLP Sheet thickness 6 mm, PVDF coating, weather resistance, impact resistance etc. including neuprene / PVC etc. the direction of Engineer-in-Charge.\nNote:- i) In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and that given in HSR, the unit and nomencalature given in HSR shall be applicable. \n ii) In case of any difference in the unit of any Non-schedule items depicted in this DNIT and conventional unit of that N.S. items as per practice in this department, the conventional unit as per practice shall be applicable. 1 No.
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