Re-Tender-Road Safety Improvement Works For Vypin To Munambam Road 25 . 18 Km Of Kerala Under World Bank Assisted Challenge Of Kstp Ii, Vypin-Munambam-Kerala

TDR : 26362375

Tender Notice
BOQ

Expired

Vypin-Munambam , Kerala

Tender Brief : Re-Tender-Road Safety Improvement Works For Vypin To Munambam Road 25 . 18 Km Of Kerala Under World Bank Assisted Challenge Of Kstp Ii

Document Fees
Refer document

EMD
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Tender Value
₹ 31.42 Crore /-

Submission Date
05-01-2021

Competition Type
Indian

Bidding Type
Tender

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Name of Work:Road Safety Improvement Works for Vypin Munambam State Highway Road 25.11 km of Kerala under World Bank assisted Challenge of KSTP II
1	1	Dismantling of flexible pavements and disposal of dismantled materials with all lead and lift, stacking serviceable and unserviceable materials separately, as per technical specification clause 202.(2.5.2.A from price software)	BI01010001010000000000000515BI0100001113	1303.9	cum
2	2	Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, as per technical specification clause 202.	BI01010001010000000000000515BI0100001114
3	2.1	PCC	BI01010001010000000000000515BI0100001115	2738.05	cum
4	2.2	RCC	BI01010001010000000000000515BI0100001116	1100	cum
5	3	Providing and laying 25 mm thick precast cement concrete chequered tiles in ordinary gray cement in 12mm thick cement mortar 1:3 including pointing of tiles with neat cement complete as per drawing.	BI01010001010000000000000515BI0100001117	86521.2	sq.m
6	4	Footpaths (Construction of footpath between drain and kerb towards the road side by Providing and laying 150mm thick Granular sub-base as per clause 401 and 50 mm Thick M20 grade concrete, overlaid with 300mmx300mmx25mm precast cement concrete chequered tiles Red in colour of grade M-20 in ordinary gray cement in 12mm thick cement mortar 1:3 including pointing of tiles with neat cement complete excluding provision of drainage arrangement, kerb and restainer as per drawing and Technical specification Clause 410.	BI01010001010000000000000515BI0100001118
7	4.1	Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m ( Ref 3.6 from price software)	BI01010001010000000000000515BI0100001119	2100	cum
8	4.2	Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.(Ref-3.16)	BI01010001010000000000000515BI0100001120	3900	cum
9	4.3	Construction of granular sub-base 150 mm thick(Mininum) for footpath as per clause 401	BI01010001010000000000000515BI0100001121	4500	cum
10	4.4	Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications\nPCC Grade M20 (Without formwork)(Ref-12.8B)	BI01010001010000000000000515BI0100001122	1125	cum
11	5	Providing, fixing and erecting Pedestrian Guard Rail with 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings and Technical Specification Clause 809 & (Ref-8.20)	BI01010001010000000000000515BI0100001123	7168.17	Lm
12	6	Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 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.(Ref-8.13)	BI01010001010000000000000515BI0100001124
13	6.01	centre line/edge line/ transverse marking and any other markings including zig zag marking.	BI01010001010000000000000515BI0100001125	10700	sq.m
14	6.02	Pedestrian crossing	BI01010001010000000000000515BI0100001126	2780	sq.m
15	6.03	Straight Arrows	BI01010001010000000000000515BI0100001127	60	Nos.
16	6.04	Left and Right Turn Arrows	BI01010001010000000000000515BI0100001128	8	Nos.
17	6.05	Straight and Left/Right Turn Arrows	BI01010001010000000000000515BI0100001129	7	Nos.
18	6.06	Left, Right and straight Arrow	BI01010001010000000000000515BI0100001130	13	Nos.
19	6.07	Chevron Marking/Diagonal Marking	BI01010001010000000000000515BI0100001131	53.944	sq.m
20	6.08	Letter, FM14	BI01010001010000000000000515BI0100001132	2516	Nos.
21	6.09	Arrows	BI01010001010000000000000515BI0100001133	2266	Nos.
22	6.1	Speed marking, DM06	BI01010001010000000000000515BI0100001134	74	Nos.
23	6.11	Rumbler strips with paint (with 5mm thk)	BI01010001010000000000000515BI0100001135	1750.04	sq.m
24	7	Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3\nRoad Markers/Road Stud with Lense Reflector	BI01010001010000000000000515BI0100001136	20510	Nos.
25	8	Providing & Fixing Retro Reflectorised Traffic signs cautionary, mandatory and informatory sign as per IRC 67 all complete as per Technical Specification clause 801.	BI01010001010000000000000515BI0100001137
26	8.1	Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over suitable primer and as per approved drawing and clause 801 including lettering symbols etc.	BI01010001010000000000000515BI0100001138
27	8.101	600 mm Equilateral triangle \n(Cautionary Sign Boards)	BI01010001010000000000000515BI0100001139	993	Nos.
28	8.102	STOP Sign Octagonal (750 mm high)	BI01010001010000000000000515BI0100001140	178	Nos.
29	8.103	600 mm Circular ( Mandatory Sign Boards )	BI01010001010000000000000515BI0100001141	188	Nos.
30	8.104	Hazard Marker sign (300x900)	BI01010001010000000000000515BI0100001142	20	Nos.
31	8.105	Chevron sign (500x600)	BI01010001010000000000000515BI0100001143	288	Nos.
32	8.106	Bus stop (600x800)	BI01010001010000000000000515BI0100001144	132	Nos.
33	8.107	Parking sign board (600x600)	BI01010001010000000000000515BI0100001145	12	Nos.
34	8.108	Hazard Marker sign Two way(450x900)	BI01010001010000000000000515BI0100001146	1	Nos.
35	8.2	Direction and Place Identification Signs with size more than 0.9 sqm size Board (Type XI)\nProviding and fixing of direction and place identification retro-reflectorised sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. confirming to IS 1239, firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 mm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
36	8.201	State Route Marker/Direction sign		5	Sqm
37	8.202	Flag type Direction sign		7.5	Sqm
38	8.203	Advance Direction sign (two row text)		18.75	Sqm
39	8.204	Advance Direction sign (three row text)		22.5	Sqm
40	9	Providing and laying Paver Block Table Top complete as per drawing and Technical Specification.	BI01010001010000000000000515BI0100001152	32.1	sqm
41	10	Providing and laying Speed hump with BC laid over a tack coat complete as per IRC 99:2018 (refer table 3.1) having chord length upto 3.5 m and also the technical Specification clause 507\n	BI01010001010000000000000515BI0100001154
42	10.1	5.6.2.b Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 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 as per MORTH specification clause No. 507 complete in all respects\nFor Grading -II (13.2 mm Nominal size) Note : The Binder content specified shall be minimum 5.4% but will conform to requirement as per Job Mix Formula (JMF) . No additional cost shall be paid to the actual Binder Content as required in JMF	BI01010001010000000000000515BI0100001155	257.632	cum
43	10.2	Tack coat :Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom including cost of materials, conveyance labour charges etc complete as per Drawing & Technical Specifications 503	BI01010001010000000000000515BI0100001156	3830.55	sqm
44	11	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
45	11.1	Cement Concrete M 25 grade precast kerb with top and bottom width 115 and 165 mm respectively, 275 mm high (125 mm below ground level) including drain spout starting from gratings leading pvc pipe upto drain whereever necessary including curing all cost & conveyance of materials ,all labour & fixing charges charges etc. complete as per Drawing and Technical Specifications , all complete as per IRC-86 and clause 409 (12-8-1500,1700,2100 )	BI01010001010000000000000515BI0100001157	1716.61	Cum
46	11.2	Cement Concrete M 25 grade precast kerb with top and bottom width 115 and 165 mm respectively, 200 mm (100 mm below ground level) including drain spout starting from gratings leading pvc pipe upto drain whereever necessary including curing all cost & conveyance of materials ,all labour & fixing charges charges etc. complete as per Drawing and Technical Specifications , all complete as per IRC-86 clause 409 (12-8-1500,1700,2100 )	BI01010001010000000000000515BI0100001158	735.689	cum
47	12	Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408 including watering all cost & conveyance of materials ,all labour & fixing charges charges etc. complete as per drawings and technical specifications. (MORTH 4.14.407)	BI01010001010000000000000515BI0100001159	17.652	cum
48	13	Providing and laying Plain Cement Concrete of M15 Grade in leveling course complete as per drawing and Technical Specification Sections 1500 and 1700.	BI01010001010000000000000515BI0100001160	1.095	cum
49	14	Providing & Laying Plain Cement Concrete M 20 for Cement Concrete Median including formwork but excluding reinforcement complete as per drawing and Technical Specification Sections 1500, 1700, 2100.	BI01010001010000000000000515BI0100001161	5.729	Cum
50	15	Supplying, fitting and placing HYSD bar reinforcement in all RCC works complete as per drawing and Technical Specifications Section 1600.	BI01010001010000000000000515BI0100001162	32.183	MT
51	16	Turfing lawns with fine grassing including ploughing, dressing including breaking of clods, removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm including maintenance for a period of 1 year including watering, all cost & conveyance of materials ,all labour & fixing charges charges etc.c complete as per drawings and technical specifications 307 &(ref 11.50)	BI01010001010000000000000515BI0100001163	64.153	Sqm
52	17	Construction of granular sub-base by providing graded material, 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 clause 401.\nGrading-V - For sub base cum drainage layer - Mix in Plant Method (ref 4.1.B.1)	BI01010001010000000000000515BI0100001164	3096.07	cum
53	18	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. including cost of materials conveyance labour charges etc complete as per Drawing & Technical Specifications 406 & Ref (4.16 price software)	BI01010001010000000000000515BI0100001165	663.074	cum
54	19	Prime Coat\nProviding 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 0.7kg/sqm using mechanical means all complete as per Technical Specifications Clause 502. & Ref 5.1	BI01010001010000000000000515BI0100001166	3315.37	sqm
55	20	Tack coat :Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom including cost of materials, conveyance labour charges etc complete as per Drawing & Technical Specifications 503 & Ref 5.2	BI01010001010000000000000515BI0100001167	6630.74	sqm
56	21	Providing and laying dense bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 30) @ 4.5 per cent 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 as per MoRTH specification clause No. 505 complete in all respects.\nFor Grading II (26.5 mm nominal size) Note : The Binder content specified shall be minimum 4.5% but will conform to requirement as per Job Mix Formula (JMF) . No additional cost shall be paid to the actual Binder Content as required in JMF	BI01010001010000000000000515BI0100001168	198.922	cum
57	22	Providing and laying Bituminous concrete complete as per Drawings and Technical Specification Clause 507.\n	BI01010001010000000000000515BI0100001169	99.461	cum
58	23	Construction of RCC drain as per drawing and technical specification Clause 309	BI01010001010000000000000515BI0100001170
59	23.1	Excavation for roadwork in all type of soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead all complete as per Technical Specification Clause 301	BI01010001010000000000000515BI0100001171	10080	Cum
60	23.2	Providing & Laying Plain cement concrete of M15 Grade in leveling course complete as per drawing and Technical specification section 1500 & 1700	BI01010001010000000000000515BI0100001172	960	Cum
61	23.3	Providing & Laying Plain/Reinforced Cement Concrete of M25 Grade in Substructure complete as per Drawing and Technical Specification section 1500,1700 & 2200	BI01010001010000000000000515BI0100001173	3108	Cum
62	24	Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications Specification 1600.		131.76	MT
63	25	Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards draining face. Complete as per drawing and Technical Specifications Clause 2706.	BI01010001010000000000000515BI0100001175	666.667	Lm
64	26	Construction of cover slab over existing drain with concrete of M-25 grade complete excluding reinforcement as per Technical Specification Sections 1500 & 1700.	BI01010001010000000000000515BI0100001176	1780	Cum
65	27	Providing and constructing Plain cement concrete in restainer block near to footpath complete as per drawing and technical specification clause 309 and sections 1500 and 1700.	BI01010001010000000000000515BI0100001177	14136	Rm
66	28	Construction of passenger shelter at bus bays as per Drawing and Technical Specification Sections 300, 1000, 1300,1500,1600,1700,1900 & 2300.	BI01010001010000000000000515BI0100001179	11	Nos.
67	29	Providing, supplying, installing and commissioning Solar Powered Road Warning Blinkers in Hazard zones including schools and hospitals complete as per additional Specification Clause A-7 and as approved by the Engineer.	BI01010001010000000000000515BI0100001180	50	Nos.
68	30	Supplying providing fixing and commissioning Three arm traffic signalling system at Cheraibeach junction with Solar Power complete as per Manufacturer's Specifications and additional Specifications Clause A-6 and as approved by the Engineer.	BI01010001010000000000000515BI0100001181	1	Job
69	31	Supplying providing fixing and commissioning Four arm traffic signalling system with Solar Power complete as per Manufacturer's Specifications and additional Specifications Clause A-6 and as approved by the Engineer.	BI01010001010000000000000515BI0100001182
70	31.01	At Kalamukku Junction	BI01010001010000000000000515BI0100001183	1	Job
71	31.02	At Njarkkal Junction	BI01010001010000000000000515BI0100001184	1	Job
72	31.03	At North Paravur Junction	BI01010001010000000000000515BI0100001185	1	Job
73	31.04	At Manibazar Junction	BI01010001010000000000000515BI0100001186	1	Job
74	32	Providing supplying and fixing Speed Violation Detection System (SVDS) 2 sides as per Manufacturer's Specifications including testing commissioning complete.	BI01010001010000000000000515BI0100001187	3	Set
75	33	Supplying Providing and fixing Servilence cameras at all major junctions including testing and commissioning complete as per Manufacturer's Specification and as approved by the Engineer.	BI01010001010000000000000515BI0100001188
76	33.01	4MP Outdoor Hi Power IR Bullet Network Camera 1/3\" PS CMOS ,2.8/4mm fixed lens, 2688x1520 @30fps resolution, IR range upto 60m, M12 lens mount, Color: 0.008 lux @(F1.2, AGC ON), 0 Lux\nwith IR, H.265+ mainstream supports,WDR,HLC,BLC, 3D DNR,ROI, 3-axis adjustmemt, 1 RJ45 10M/100M self-adaptive Ethernet port, 12 VDC ± 25%, F 5.5 mm coaxial power plug\nPoE (802.3af, class 3), 12VDC 0.8Amax. consumption, IP67	BI01010001010000000000000515BI0100001189	20	Nos.
77	33.02	4MP Outdoor IR Speed Dome Network Camera 1/2.8\"PS CMOS, Focal Length: 4.8 mm to 120 mm, 25× optical zoom, 120dB WDR technology, 2560x1440@30fps, 100mtrs, H.265+,Image Enhancement: HLC/BLC/3D DNR/Defog/EIS/Regional Exposure/Regional Focus, H.265+/H.265/H.264 compression support,\n1nos. RJ45 10 M/100 M Ethernet, \n12 VDC, 2.0 A and PoE (802.3 at), 42.5 to 57 VDC, 0.6 A, class4 Max.: 18 W, Protection Level:\nIP66 Standard, TVS 4000 V Lightning Protection, Surge Protection and Voltage Transient Protection	BI01010001010000000000000515BI0100001190	6	Nos.
78	33.03	8 (+1+1) PORT GIGABIT UNMANAGED POE SWITCH,Layer 2 network switch designed for video data transmission\n8 x 10/100/1000 Mbps ethernet ports, 1 x 10/100/1000 Mbps uplink ethernet port and 1 x 10/100/1000 Mbps uplink SFP port, IEEE 802.3, IEEE 802.3u, IEEE 802.3x, IEEE 802.3ab, and IEEE 802.3z network standards available\nIEEE 802.3 af & at high PoE power supply, Store-and-forward switching, 6 KV high surge protection, Switching Capacity\n20 Gbps,Packet Forwarding Rate 14.88 Mpps, PoE Power Pin Support 4-core power supply, and Ethernet cable 1/2/3/6 provide power supply, PoE Port:Ports 1 to 8, Max. Port Power: 30 W\nPoE Power Pudget: 110 W\nMax. Power Consumption: 120 W, Metal material, fan-free design	BI01010001010000000000000515BI0100001191	6	Nos.
79	33.04	1KVA single phase Online UPS with 1 Hr backup, DC 36V configuration, Capacity 1KVA, Overall efficiency >87%, Inverter Efficiency 85%, ECO Mode,Input Voltage: 230V AC,Input Voltage Range: 110 - 300 V,Input Connection: 1W+N+G, Input Power Factor: > 0.99,THDi: < 10%, Input Frequency Range: 40 - 70 Hz, Input Resettable Breaker provided, Standard Charging Current: 8A, Output PF: 0.8, Output Waveform Type: Sinewave, Output Voltage (in VAC): 200 V / 208 V / 220 V / 230 V / 240 V, Output Connection: 1W+N, Overload Capacity 110%: 10 mins, Overload Capacity 125%: 1 min, Input Low / High Protection, Output Low / High Protection, Short Circuit Protection, Surge Protection, Battery : 26AH -3Nos SMF	BI01010001010000000000000515BI0100001192	6	Nos.
80	33.05	Gigabit Single-Mode Dual core Media Converter, 1 10/100/1000Mbps Auto-Negotiation RJ45 port supporting Auto-MDI/MDIX,1 1000M SC/UPC port, Auto-negotiation of Half-Duplex / Full-Duplex transfer mode, Extends fiber distance up to 15km, Wavelength 1310nm, Max Power Consumption 1.8W, External Power Adapter supply.	BI01010001010000000000000515BI0100001193	6	Nos.
81	33.06	IT Box (Metal Automation Enclosure with pole mounting brackets,Canopy, gland plate and mounting accessories)	BI01010001010000000000000515BI0100001194	6	Nos.
82	33.07	Concrete Foundation with Steel Stands	BI01010001010000000000000515BI0100001195	6	Nos.
83	34	STREET LIGHT POLES- as per Technical specifications A-7	BI01010001010000000000000515BI0100001196
84	34.1	Supply, installation, testing and commissioning of 10M octagonal pole made of hot dip galvanized GI sheet 70mm top diameter,175mm bottom diameter thickness 3mm base plate dimensions of 275x275x16mm suitable for wind speed as per IS 875-part III single arm bracket 0.5mt including foundation bolt 4 nos fixed in RCC foundation and junction box etc. complete 10 Meters as per drawings	BI01010001010000000000000515BI0100001197	553	Set
85	34.2	Supply, installation, testing and commissioning of 8 M octagonal pole made of hot dip galvanized GI sheet 70mm top diameter,130mm bottom diameter thickness 3mm base plate dimensions of 200x200x16mm suitable for wind speed as per IS 875 part III single arm bracket 0.5mt including foundation bolt 4 nos fixed in RCC foundation and junction box etc. complete 8 Meters as per drawings	BI01010001010000000000000515BI0100001198	32	Set
86	35	STREET LIGHTING FIXTURE WITH LAMPS-Supply, Installation, Testing and Commission of following light fixture with LED lamp, complete with all fixing accessories and wiring as per Technical Specification-It will be installed on street light poles	BI01010001010000000000000515BI0100001199
87	35.1	Supply, installation, testing and commissioning of 200W LED street light output greater than 105lumen/W 4000 – 6000 K with IP66 protection LED chip make cree/lumilled/NIchea with power factor greater than .95 at full load internal surge protection upto 8 kV and Aluminium pressure die cast powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than .98. RoHS complaint,duly wired up for use on 230V AC supply Driver compartment should be separately accessible for maintenance(LM 79 & 80 certificates from NABL accredited third party lab to be produced mentioning chip manufacturer)	BI01010001010000000000000515BI0100001200	15	Nos.
88	35.2	Supply, installation, testing and commissioning of 150W LED street light output greater than 105lumen/W 4000 – 6000 K with IP66 protection LED chip make cree/lumilled/NIchea with power factor greater than .95 at full load internal surge protection upto 8 kV and Aluminium pressure die cast powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than .98. RoHS complaint,duly wired up for use on 230V AC supply Driver compartment should be separately accessible for maintenance(LM 79 & 80 certificates from NABL accredited third party lab to be produced mentioning chip manufacturer)	BI01010001010000000000000515BI0100001201	864	Nos.
89	35.3	Supply, installation, testing and commissioning of 100W LED street light output greater than 105lumen/W 4000 – 6000 K with IP66 protection LED chip make cree/lumilled/NIchea with power factor greater than .95 at full load internal surge protection upto 8 kV and Aluminium pressure die cast powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than .98. RoHS complaint,duly wired up for use on 230V AC supply Driver compartment should be separately accessible for maintenance(LM 79 & 80 certificates from NABL accredited third party lab to be produced mentioning chip manufacturer)	BI01010001010000000000000515BI0100001202	43	Nos.
90	36	HDPE PIPE-SITC of High Density Polyethylene (HDPE) Pipe -It will be used for under ground cabling of lighting system. 50 mm Ø x 6 kg/cm2	BI01010001010000000000000515BI0100001203	27368	Rm
91	37	GI earth wire-SITC OF GI earth wire below ground as per site condition.8 SWG GI Wire	BI01010001010000000000000515BI0100001204	27368	Rm
92	38	CABLING-Incomming cable-Supplying, laying, end termination, testing and commissioning of XLPE Aluminium conductor armoured cable in the underground HDPE pipe including the refilling and compaction as per required and approved method statement, as required to complete the laying of 3.5 CX 35 SQMM.Armoured XLPE	BI01010001010000000000000515BI0100001205	800	Rm
93	39	CABLING-Out going cable-Supplying, laying, end termination,testing and commissioning of XLPE Aluminium conductor armoured cable in the underground HDPE pipe including the refilling and compaction as per required and approved method statement, as required to complete the laying of 3.5 CX 25 SQMM.Armoured XLPE	BI01010001010000000000000515BI0100001206	29486.7	Rm

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Re-Tender-Road Safety Improvement Works For Vypin To Munambam Road 25 . 18 Km Of Kerala Under World Bank Assisted Challenge Of Kstp Ii, Vypin-Munambam-Kerala

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Re-Tender-Road Safety Improvement Works For Vypin To Munambam Road 25 . 18 Km Of Kerala Under World Bank Assisted Challenge Of Kstp Ii, Vypin-Munambam-Kerala

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