National Highways Authority Of India Tender
If you want to inquire about any e-tender the Punjab government has posted, Bidassist gives a one-stop solution i.e. being a registered bidder you will find every eprocurement Punjab tender on BidAssist.There is no need to enter all the details on the website of etender.up.nic.in as BidAssist helps you find the specific Punjab etender you're looking for. Read further to learn how to search and bid for etender Punjab.
Costs
EMD
₹ 11,36,000Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_NHAI_207160_1Bid Award Id
ViewTender No
PD-BAT/BAT-MALOUT/NH-07/RFPTender Authority
National Highways Authority Of India ViewPurchaser Address
-Website
http://https://nhai.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Clearance of weed, jalla, deela etc manually from inner section of unlined channel (Medium Growth)
Clearing, cleaning, deepening and reshaping of road side unlined/Kaccha drains of all sizes and making shallow kaccha lateral drains on shoulders wherever required including removal and disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site to outside ROW within all leads and lifts complete in all respects as directed by the Engineer-In- Charge and as per Additional Maintenance Standard Clause no. 6.12.2 (Frequency of cleaning will be twice in a year i.e. before and after monsoon) and disposal of said material, within all leads and lifts complete in all respect as per direction of Engineer in charge and as per road maintanence Standard given IRC SP 95-2011 in complete aspect.
86892
1706807
19.64
Clearing road side/Median open lined/Pucca drains/ covered drains/piped drains/Box Culverts/Pipe Culvert including Manholes, gratings, channels and Galies etc. of all sizes and bring them to original shape, drainage capacity including disposal of sediments, extraneous debris and vegetation growth blocking the free flow from site to outside ROW with all leads and lifts complete in all respects as directed by the Engineer-In-Charge and as per Additional Maintenance Standard Clause no. 6.12.2 (Frequency of cleaning will be be quarterly). The Job also includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respect as per direction of Engineer in charge and as per road maintanence Standard clause no.6.5 of IRC SP 95-2011.
52120
1349386
25.89
Carrying out proper cleaning of carriageways, footpaths, verges, expansion joints (for free moment), drainage spouts of bridge including removal and disposal of thrash, plastic, vegetation etc. from site outside ROW as per direction of Engineer-In-Charge (Frequency of cleaning will be two times in a year i.e. before and after monsoon) and disposing of the waste material at a suitable place outside ROW with vehicle tracking system within all leads and lifts complete in all respect and manually if required and as directed and approved in maintenance manual by the engineer incharge.
12275
613750
50
Carrying out proper cleaning and removing of dust/silt/trash/plastic/rubbish/ garbage/waste from the carriageway (unit length for total width of carriageway LHS+RHS including median width), footpaths, verges (including the verges of central median) by the mechanical means and from shoulders upto toe line of the embankment including side slopes manually aand disposing of the waste material at a suitable place outside ROW with vehicle tracking system with all leads and lifts complete in all respect and manually if required and as directed and approved in maintenance manual by the engineer incharge. Ceaning includes full width of carriageway and service road, if any, and confirming to para 6.10 of Scope of Work of Section 6 and as directed by the Engineer-In-Charge.
306.6
1368763
4464.33
Providing localised repair to rutted portion of bituminous surface scattered locations by applying tack coat (Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.) as per Technical Specifications clause 503 and then filling the depression with bituminous concrete Grading 2 mixed with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 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 drawings and Technical Specifications conforming to MORTH specifications clause no. 507 and as per directions of the Engineer In-Charge) confirming to Technical Specifications clause no. 507, complete in all respects as directed by Engineer-In-Charge.
212.31
1216421
5729.46
Crack Prevention Courses (Stress Absorbing Membrane crack width above 9mm and cracked area above 50%)
(c) Layingof a stress absorbing membrane over a cracked road surface after cleaning the road surface, using modified binder CRMB-55 complying with clause 517@1.5kg persqm and crushed stone aggregates of specified grading, spraying binder and spreading crushed stone aggregates, sweeping the surface for uniform spread of aggregates complete as per technical clause 517 of MORT&H specifications.
7000
441937
63.13
Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm: Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting, trimming and finishing the surface to form a smooth continuous surface, complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 3004.2 and as per directions of the Engineer In-Charge.
10132.85
2180386
215.18
Plain/Reinforced cement concrete M-15 grade with stone aggregates 20 mm nominal size mechanically mixed and vibrated in foundation, sub-structure and super structure including shuttering/ Formwork confirming to MORTH Specifications clause no. 1000,1500 & 1700.
100
385640
3856.4
Plain/Reinforced cement concrete M-20 grade with stone aggregates 20 mm nominal size mechanically mixed and vibrated in foundation, sub-structure and super structure including shuttering/ Formwork confirming to MORTH Specifications clause no. 1000,1500 & 1700.
150
640556
4270.37
Plain/Reinforced cement concrete M-25 grade with stone aggregates 20 mm nominal size mechanically mixed and vibrated in foundation, sub-structure and super structure including shuttering/ Formwork confirming to MORTH Specifications clause no. 1000,1500 & 1700.
100
407495
4074.96
Repair of localised failed areas of PQC by marking the area, removing the failed area using jackhammer, saw cutting to full depth of PQC, replacing membrane, clearing the area from dust and debris. Placing M-40 grade PQC in a depth equivalent to the existing depth of PQC and installing existing expansion joint/other joint complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge.
534.25
1191089
2229.46
Repair of transverse joints of cement concrete pavement involving removal of old joints sealent and sealing with sealent (Poly sulphide) including repair of spalled/broken edges of joint with Epoxy morter complete as per drawings and Technical Specifications conforming to MORTH specifications no 3005 and as per directions of the Engineer In-Charge.
3500
468755
133.93
Providing and filling joint sealing compound with coarse sand and 6% bitumen by weight complete as per drawings and Technical Specifications conforming to MORTH specifications no 2605 and as per directions of the Engineer In-Charge.
1025.01
2599
2.54
Providing and Installation of damaged Strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation for Bridge as per clause 2600 of MoRTH specifications and directions of the Engineer In-Charge.
125
558035
4464.29
Sealing of crack/porus Concrete with epoxy grout by injection through nipples omplete as per drawings and Technical Specifications conforming to MORTH specifications no 2803 and as per directions of the Engineer In-Charge.
1803.15
1003002
556.25
Complete cleaning of existing RWH in all aspects as per MoRT&H specifications and directions of Engineer in Charge.
10
200000
20000
Dismantling concrete (RCC) :- For repairing of strip seal expansion joint
50
98392
1967.86
Reinforced cement concrete M-40 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated
by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth (For repairing of strip seal expansion joint )
50
273883
5477.68
ROAD MANAGEMENT AND OTHER MAINTENANCE
-
-
-
Maintenance of median and the existing plants (with a density of 333 plants per km.) by basin making, weeding- hoeing, cleaning, watering, mixing good earth and manure, leveling and dressing of median, uprooting and removal of weeds, cutting grass, disposal of all muck within all leads and lifts outside ROW regularly to keep the median clean and plantation in healthy and good condition. The job also includes the cleaning and removal of spilled over earth from median to main carriageway in the portion adjacent to the kerbs all along the median complete in all respect and as per direction of engineer in charge and as per provision given in MORTH Specification and IRC. The operation of maintenance in addition to above will also cover and include the following activies:- (a) Watering of each plant as and when required depending upon the climatic conditions of all localities/ region/ season/ strictly as per direction of Engineer-In-Charge. The main requirement is to keep the plants/ shrubs in healthy, good and surviving conditions. The caualty/ damage to any plant shrubs during the maintenance period will be entire responsibility of the contractor and the contractor shall replace the dead and damaged plants and shrubs at his own cost with new plants of the same species, varities ,age and size etc. (b) Replacement of dead, damaged plants from the Median and Avenue by healthy and well developed plant of similar species, varieties, age and size etc. within 10 days of occurrence of casualty as noticed/ reported or as directed by the Engineer.
306.6
1045978
3411.54
Reinforced cement concrete M-15 grade 200 meter stone of standard design as per IRC 26 1967 fixing in position including painting and printing etc. complete as per technical clause 804 of MORT&H specifications.
60
33475
557.92
Reinforced cement concrete M-15 grade ordinary kilometer stone of standard design as per IRC 8- 1980 fixing in position including painting and printing etc. complete as per drawings and Technical Specifications conforming to MORTH specifications no 804 and as per directions of the Engineer In-Charge.
15
47537
3169.13
Maintenance of existing M.S pedsetrian railing/pipe railing having a length of 26238 meter. It includes replacement/strengthening and repairing of damaged M.S Pedestrian railng/pipe railing complete in all respect (Salvage material will be contractor's Property) as per existing pattern complete including painting of damaged portions to match with existing railing and as per direction of the Engineer-In-Charge. The proportionate reduction of rate will be made as per actual length at the time of handing over of stretch. The new Pedestrian guard rail shall be as given in Para 9.10 of the IRC SP 84 2019 complete as per drawing and Technical Specification Wrought iron and mild steel welded work using Wrought Iron and Mild Steel Welded Work angles, square bars, tees and channel grills, grating frames, gates and tree guards of any size and design etc. including cost of screens and welding rods or bolts and nuts complete fixed in position with the cost of excavation and concrete for fixing included complete as per drawings and Technical Specifications conforming to MORTH specifications and as per directions of the Engineer In-Charge.
758
1773625
2339.87
Providing and applying 2 coats of water based cement paint to unplastered concrete surfaces (concrete surface of kerbs, Concrete Crash Barrier of Bridges, Culverts, etc) after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 800 and as per directions of the Engineer In-Charge.
61254
3609610
58.93
Supplying and planting permanent shrubs in prepared pits and watering;
Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed fann yard manure @ 30% of pit volume and insecticide for termite control pit size (0.60 m x 0.60 m x 0.60 m). Supplying and planting permanent shrubs (From the shrubs species given in Annexure B of IRC SP 21: 2009 except Kanair )in prepared pits and watering complete in all aspect as per specification given in IRC SP 21: 2009 and directions of the Engineer-In-Charge including maintainence for 1 year.
3403
200533
58.93
Safety improvement (Engineering works)
-
-
-
Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm 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 conforming to clause 6.7 of IRC 67-2012 .
Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
100
631449
6314.49
Mandatory sign board 900mm circular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. Fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium 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 0.45x0.45x0.60m 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 conforming to clause 6.7 of IRC 67- 2012 .
6
30862
5143.67
Moulded Shank Road Stud Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a minimum 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications complete in all respect as per directions of Engineer in-charge.
3780
822521
217.6
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: 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 .The finished surface to be level, uniform and free from streaks and holes complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 803 and as per directions of the Engineer In-Charge.
11115.4
6120119
550.6
Construction and laying, cast in situ Cement Concrete kerb in M -20 Grade with Kerb laying machine and matching with the existing kerb section complete including dismantling and disposal of existing damaged broken kerbs as per Technical Specifications clause no. 408 for Kerbs. The job includes jointing of adjacent Kerbs and carrying out pointing as per existing pattern complete as per drawings and Technical Specifications conforming to MORTH specifications clause no. 409 and as per directions of the Engineer In-Charge.
234.13
1010445
4315.65
Providing and erecting a "W" Metal Beam Crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.80 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per MoRTH specifications clause no 811 and technical clause IRC: 119-2015. and direction of Engineer- in-charge within all leads and lifts as per approved drawings.
220
514336
2337.89
Providing and erecting of steel poles with at 30m spacing accessories on MCW including the following as per technical specification and as per approval and direction of engineer in charge (a) Supply and Erection of galvanized steel octagonal pale of 11 mtr long having suitable locking arrangement for housing cable connection, bakelite sheet, MCB, loop in and out arrangement for incoming/outgoing cable, rigid base plate of suitable size and thickness and to be welded inside and outside at the bottom of pole with provision of fixing four foundation bolts and single or double arm suitable as per site requirement. (b) Supply and erection of 200 watts led flood light with complete accessaries in all respect for 40 lux level, Ic) GI Pipe earthling for feeder pillar with 40 mm dia, 2 mtr long GI Pipe with 2 mm thickness with excavation with earthwork with coat & salt (d) PVC insulated 3 core 1.5 sq mm unsheated industrial flexible cable conforming to I5 694: 1990 with flexible bright annealed copper conductor for voltage grade 1100 V. (e) Supply & laying of 8 SWG GI wire for extending earting to highway lighting poles (f) Construction of foundation as per manufacture drawings and site requirements along with foundation bolts nuts, washers, anchors, plates etc. (g) Connection from pole to transformer with cable of suitable size complete in all respects as per direction and satisfaction of engineer in charge Complete in alt respects as per technical clause of MORT&H specifications within all leads and lift, earthing, wiring and connection from concerned department of State and as per.
82
2477425
30212.5
Maintenance of Highway lights in all respects including expenses for maintaining the lights as per direction of engineer in-charge and replacement of bulbs of required lux 40. (Unit consumption charges of lighting are payable extra which shall be paid by the contractor to the concerned department as per actual consumption and the same will be reimbursed by the NHAI. No extra charges over and above the actual consumption shall be made) complete in all respect as per direction of Engineer in charge and as per road maintanence Standard given IRC SP 95-2011 and Technical Specifications conforming to MORTH specifications in complete aspect.
703
627680
892.86
Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium 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 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. (a) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
180
647463
3597.02
Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal- proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer.The rate quoted is for the complete job as per drawing and direction of Engineer.
430
451211
1049.33
Providing and Installation of GI standared pole of 100 mm dia primer painted with set of light in polycarbonate housing 300mm dia with LED's retrofit (Amber Colour), Solar power system including series of solar panel, battery, charger ete. Complete in all respect and as per MORTH specifications and directions of Engineer in charge. The item include costing of Foundation work in complete aspect also.
66
883928
13392.86
Supply and erection of PVC insulated PVC sheathed (3 core) round flexiblewire with copper conductor (FR) cable(ISI marked) confirm to IS:694/1990 leftbare in pipe or casing of suitable sizecomplete in all respect as desired by the Engineer-in-charge:-
. Overall size 1.5sq.mm (48/0.20mm), 3Core
3504
153300
43.75
Electric Light Panels
100 A,4P MCCB (25 KA) with thermal based protection incomer.
100 A,4P contactor with astro timer. Metering & Indication: 1 Set of Digital Load Manager and 100/5A, CL-1, 10VA CT. 1 Set of phase indicating lamps with control MCBs. Bus Bar: 150A, 25KA,TP+N Al. Bus Bar of suitable length (Neutral shall be fully rated). Outgoings: 63 A 4P MCB : 2 nos. 40 A 4P MCB: 10 Nos : and Contactor control through Astro-timer, control circuit along with 'ON' & ;OFF' switches in the feeder pillar : 1 Set.. s per approval and direction of engineer in charge.`
2
616070
308035
Supply and erection of MCB (miniature circuit breaker) 240/415 V in the existing distribution board including making necessary connections as per approval and direction of engineer in charge. Complete in all respect. (32 Amp. Single Pole)
492
58864
119.64
Supply and erection of Galvanized Steel Octagonal Pole (Sheet thickness 3mm) designed to withstand wind speed 169km/hour of suitable length (Raw material confiming to IS-5986 (FE-510), BSEN-10025S-355J or ASTM-572A (GR-50)) and thickness of galvanization (70mm thick) conforming toIS:2629/ IS:2633/ IS:4759, BSEN-ISO-1461-1991 OR ASTM-A123/A123M-02. The pole shall be in single piece hot dip galvanized and shall be tapered towards the top. The bottom section shall have openable slot with exterior surface door & shall have suitable locking arrangement for housing three phase 4wire cable connection, bakelite sheet, MCB, loop in and out arrangment for incoming/ outgoing cables. There shall be suitable arrangement for earthing. Rigid Base plate of suitable size and thickness shall be welded inside and outside at the bottom of pole with provision for fixing 4 foundation bolts. The octagonal pole shall be bolted on a pre- cast foundation with a set of four foundation bolts for greater rigidity. The foundation shall be erected over cement concrete M20 with steel of given size as per design of original pole manufacturer to fixed up to a required planting depth below ground level as required:-Galvanized Octagonal Pole Overall Length 10 metre (Sheet thickness 3mm), Top dia.(A/F) 70mm and bottom dia. (A/F) 175mm, Foundation size below G/L 600mm x 600mm x 1800mm, 4Nos. Foundation Bolts size 24mm dia., Length≥750mm with Base Plate Dimensions 275mm x 275mm x16mm Thick including foundation and other civil work in all respect.
24
569700
23737.5
Dismantling and Supply & erection of Minimum 250 Watt Street Light, System Efficacy greater than equal to 135 LPW, CCT, 5700K , CRI70,SDCM5,Power Factor 0.95,THD10%,Safe Operating Voltage- 140-270V AC,Driver Type- Constant current, Integral, Isolated driver,Built in Surge Protection- 4KV + External 10KV,IP66 & IK07,Toughened Glass with UV Resistant, IK 07 Impact safe glass,Type II lens used for better distribution,Individual lens design is used to reduce light loss due to interference and increase overall distribution.Make - Panasonic , Philips(Signify), Ligthing Technology, Trilux, Wipro, Havells, Surya,Bajaj.The LED Fixture Driver Should have following features:Serviceable, Constant Current, Isolated DriverShort-Circuit, Reverse Polarity & Over Voltage protection in Driver. Helps better reliability of the product.Driver can withstand high voltage up to 440V AC for 8 hrs.LED driver efficiency 85%.Design life of the components 5 years isolated Driver design to separate input & output section to provide rugged surge reliability. The Housing of Luminare Shold have below features: Non-corrosive high-pressure die-cast aluminum to with stand extreme environments. It has corrosion resistant powder coating with . Pressure die cast aluminum housing with aerodynamic heat sink designed for better Heat Dissipation to maintain the Junction temp of LED below Threshold. 105 Deg.Separate Physical compartment for LED and Driver compartment.
1416
14443200
10200
Supply and erection of Double Walled Corrugated (DWC) HDPE pipe to be laid below ground level including excavation placing the pipe in position and back filling with excavated soil etc. of the required size:-
-
-
-
Double Walled Corrugated HDPE Pipe 50/38mm (Outer/ Inner dia.)
3240
367392
113.39
Double Walled Corrugated HDPE Pipe 63/51mm (Outer/ Inner dia.)
720
95142
132.14
Supply & Erection/Replacement of Fautly cable (as per site Condition)undergroung,loose in pipe or trenches which has to be don in all respect upto up to the entire satisfaction of Engineer-in-Charge of the work.
-
-
-
2.5mm Cu. 1.1KV cable Black 90M Poly
6480
2331642
359.82
25 Sqmm. 4 Core cable (Armoured)
720
279000
387.5
Recovery of the old material removed per new fixture.
1416
-708000
-500
INCIDENT MANAGEMENT
-
-
-
Providing Crane of adequate capacity (minimum 20 MT) at each Toll plaza location with all necessary equipment so that it can reach the site of incident within 30 minutes of call and clear the disabled/accidental vehicles . It shall also be fitted with a GPS based Vehicle Tracking system to monitor its movement on 24 hours X 7 days of a week basis. The work shall be done as per directions of the Engineer In-Charge.
6
862178
143696.43
Providing, running and maintaining Route patrol vehicle, which shall continuously patrol the highway in a stretch and shall remain in contact with the control room at the toll PLaza on a real time basis. The patrol shall render assistance to users in distress and disabled vehicles through own intervention or by calling for assistance from control room , crane operators or ambulance as required . The patrol shall promptly clear the road of any obstructions, where the it take times to be cleared, the section shall be cordoned off by placing traffic cones which shall be illuminated during night. The specification of Patrol Vehicle including equipment and man power are given in Annexure C mentioned under clause 12.10 of IRC SP 84 2019. The work shall be done as per directions of the Engineer In-Charge.
6
379205
63200.89
Removing the dead animals/birds laying on the complete highway length and burying them at proper safe locations outside ROW complete in all respect with all lead and lifts as per para 6.8 'Performance standard' of scope of work IRC SP 84 2019 and as per direction of the engineer incharge.
6
232500
38750
Total Estimated Cost
-
56797445
-
Bidder to quote single rate as tender premium % above or discount below the total estimated cost mentioned above.
-
-
-
I/We hereby agree to execute the above work on the tender premium or discount quoted here on the total estimated cost mentioned above. I/we understand that filling of both cells meant for premium or discount at a time will render my/our bid as non responsive.
-
-
-
Bid price in Rs.
-
56797445
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements