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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.1 CrAccepted-AOC | ₹74.1 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹76.1 CrRejected-Finance 15A2 1 INTUC 5 SANKARANKOVIL ROAD RAJAPALAYAM TALUK VIRUDHUNAGAR DISTRICT 626 117 | VIRUDHUNAGAR | TAMIL NADU | 626117 | ₹76.1 Cr | L2 | Rejected-Finance High Quoted |
| 3 | L3₹77.1 CrRejected-Finance HIG 25 80 FEET ROAD ARINGAR ANNA NAGAR MADURAI 625 020 | MADURAI | TAMIL NADU | 625020 | ₹77.1 Cr | L3 | Rejected-Finance High Quoted |
Tender Value
₹74.1 Cr
EMD Value
₹37.2 L
Closing Date
7 Feb 2026, 11:00 amClosed
Superintending Engineer
Office of the Superintending Engineer Highways C and M Tirunelveli AR Line Road Palayamkottai
Widening from Two lane to Four lane and strengthening at Km 24/8-37/4 of Watrap -Maharajapuram - Alagapuri Virudhunagar road including Reconstruction of CD works / Widening of CD works, Construction of Drain, Construction of Toe wall, Retaining wall,
2026_HWAY_646176_1
T N No. 40 2025 2026 HDO Dated 19 01 2026
Open Tender
Civil Works - Highways
360 days
Virudhunagar
Average Annual Turnover
Completed Contracts
Minimum quantities of works in 1yr during the last 5yrs
Personnel capabilities
Equipment capabilities
Financial position
Audited balance sheet for the last 5yrs
Litigation history
Bid capacity
9 documents required · 9 mandatory
₹0
₹37.2 L
23 Mar 2026
23 Jan 2026
7 Feb 2026
23 Jan 2026
7 Feb 2026
27 Jan 2026
Picking 5cm to 10cm old metalled surface and sectioning 1Sqm Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification.
km 24/8 -37/4 (Road Work)
Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all material necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORT&H Specification. a) Box cutting for widening portion
km 24/8 -37/4 (Road Work)
Providing compaction of berms using the box cut earth including all hire and fuel charges for power roller for compaction,water sprinkler,including all labour charges for laying spreading, watering etc., complete as directed by the departmental engineers for making up of low berms
km 24/8 -37/4 (Road Work)
Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all material necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORT&H Specification. B) Formation of embankment using Carted Earth
km 24/8 -37/4 (Road Work)
GRANULAR SUB BASE - Grade -V Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
km 24/8 -37/4 (Road Work)
GRANULAR SUB BASE - Grade - III Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
km 24/8 -37/4 (Road Work)
WET MIX MACADAM Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
km 24/8 -37/4 (Road Work)
Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM.
km 24/8 -37/4 (Road Work)
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer
km 24/8 -37/4 (Road Work)
Providing,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with71.30kgs of VG30 grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen, aggregate and mixing the minthe required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver finisher hydrostatic (morethan5mwidth) to the specified grades and cross sections and consolidate byVibratory Roller to the required density etc.,includinglabour for attending to paver to site etc.,including hire and fuel charges for 20-30t CMP with bitumenboiler, tippertrucks, PaverFinisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 of MORTH
km 24/8 -37/4 (Road Work)
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot Mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grade sand crosssection sand consolidated by8-10tonne Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher hydrostatic (more than 5m width), Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5
km 24/8 -37/4 (Road Work)
BOX CULVERT
Dismantling of existing structures like culverts, bridges, retaining walls and other structures 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 of 1000 metres. (Existing Structure PCC)
km 25/10 (Widening of Boxculvert 1.5x1.5)
km 29/4 (i) (Reconstruction of Boxculvert 1.5x1.5)
km 29/4 (ii) (Reconstruction of Boxculvert 1.5x1.5)
km 30/6 (Reconstruction of Boxculvert 1.5x1.5)
km 30/10 (Reconstruction of Boxculvert 1.5x1.5)
km 31/8 (Reconstruction of Boxculvert 1.5x1.5)
km 32/4 (Reconstruction of Boxculvert 1.5x1.5)
km 33/2 (Reconstruction of Boxculvert 1.5x1.5)
km 34/4 (Reconstruction of Boxculvert 1.5x1.5)
km 34/6 (Reconstruction of Boxculvert 1.5x1.5)
km 35/8 (Reconstruction of Boxculvert 1.5x1.5)
km 36/2 (Reconstruction of Boxculvert 1.5x1.5)
km 25/4 (Reconstruction of Boxculvert 2.0x2.0)
km 26/6 (Reconstruction of Boxculvert 2.0x2.0)
km 29/10 (Reconstruction of Boxculvert 2.0x2.0)
km 31/4 (Reconstruction of Boxculvert 2.0x2.0)
km 32/8 (Reconstruction of Boxculvert 2.0x2.0)
km 33/8 (Reconstruction of Boxculvert 2.0x2.0)
km 34/2 (Reconstruction of Boxculvert 2.0x2.0)
km 35/2 (Reconstruction of Boxculvert 2.0x2.0)
km 36/6 (Reconstruction of Boxculvert 2.0x2.0)
km 26/10 (Reconstruction of Boxculvert 3.0x2.0)
km 34/8 (Reconstruction of Boxculvert 3.0x2.0)
km 35/6 (Reconstruction of Boxculvert 3.0x2.0)
km 28/2 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 28/10 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 37/4(i) (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 31/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 32/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 33/4 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 43/6 (Branch Road Widening)
Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION
km 25/10 (Widening of Boxculvert 1.5x1.5)
km 29/4 (i) (Reconstruction of Boxculvert 1.5x1.5)
km 29/4 (ii) (Reconstruction of Boxculvert 1.5x1.5)
km 30/6 (Reconstruction of Boxculvert 1.5x1.5)
km 30/10 (Reconstruction of Boxculvert 1.5x1.5)
km 31/8 (Reconstruction of Boxculvert 1.5x1.5)
km 32/4 (Reconstruction of Boxculvert 1.5x1.5)
km 33/2 (Reconstruction of Boxculvert 1.5x1.5)
km 34/4 (Reconstruction of Boxculvert 1.5x1.5)
km 34/6 (Reconstruction of Boxculvert 1.5x1.5)
km 35/8 (Reconstruction of Boxculvert 1.5x1.5)
km 36/2 (Reconstruction of Boxculvert 1.5x1.5)
km 25/4 (Reconstruction of Boxculvert 2.0x2.0)
km 26/6 (Reconstruction of Boxculvert 2.0x2.0)
km 29/10 (Reconstruction of Boxculvert 2.0x2.0)
km 31/4 (Reconstruction of Boxculvert 2.0x2.0)
km 32/8 (Reconstruction of Boxculvert 2.0x2.0)
km 33/8 (Reconstruction of Boxculvert 2.0x2.0)
km 34/2 (Reconstruction of Boxculvert 2.0x2.0)
km 35/2 (Reconstruction of Boxculvert 2.0x2.0)
km 36/6 (Reconstruction of Boxculvert 2.0x2.0)
km 26/10 (Reconstruction of Boxculvert 3.0x2.0)
km 34/8 (Reconstruction of Boxculvert 3.0x2.0)
km 35/6 (Reconstruction of Boxculvert 3.0x2.0)
km 28/2 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 28/10 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 37/4(i) (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 31/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 32/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 33/4 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 43/6 (Branch Road Widening)
Plain Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT
km 25/10 (Widening of Boxculvert 1.5x1.5)
km 29/4 (i) (Reconstruction of Boxculvert 1.5x1.5)
km 29/4 (ii) (Reconstruction of Boxculvert 1.5x1.5)
km 30/6 (Reconstruction of Boxculvert 1.5x1.5)
km 30/10 (Reconstruction of Boxculvert 1.5x1.5)
km 31/8 (Reconstruction of Boxculvert 1.5x1.5)
km 32/4 (Reconstruction of Boxculvert 1.5x1.5)
km 33/2 (Reconstruction of Boxculvert 1.5x1.5)
km 34/4 (Reconstruction of Boxculvert 1.5x1.5)
km 34/6 (Reconstruction of Boxculvert 1.5x1.5)
km 35/8 (Reconstruction of Boxculvert 1.5x1.5)
km 36/2 (Reconstruction of Boxculvert 1.5x1.5)
km 25/4 (Reconstruction of Boxculvert 2.0x2.0)
km 26/6 (Reconstruction of Boxculvert 2.0x2.0)
km 29/10 (Reconstruction of Boxculvert 2.0x2.0)
km 31/4 (Reconstruction of Boxculvert 2.0x2.0)
km 32/8 (Reconstruction of Boxculvert 2.0x2.0)
km 33/8 (Reconstruction of Boxculvert 2.0x2.0)
km 34/2 (Reconstruction of Boxculvert 2.0x2.0)
km 35/2 (Reconstruction of Boxculvert 2.0x2.0)
km 36/6 (Reconstruction of Boxculvert 2.0x2.0)
km 26/10 (Reconstruction of Boxculvert 3.0x2.0)
km 34/8 (Reconstruction of Boxculvert 3.0x2.0)
km 35/6 (Reconstruction of Boxculvert 3.0x2.0)
km 28/2 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 28/10 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 37/4(i) (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 31/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 32/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 33/4 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 43/6 (Branch Road Widening)
Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BOX CULVERT BASE SLAB AND WALL
km 25/10 (Widening of Boxculvert 1.5x1.5)
km 29/4 (i) (Reconstruction of Boxculvert 1.5x1.5)
km 29/4 (ii) (Reconstruction of Boxculvert 1.5x1.5)
km 30/6 (Reconstruction of Boxculvert 1.5x1.5)
km 30/10 (Reconstruction of Boxculvert 1.5x1.5)
km 31/8 (Reconstruction of Boxculvert 1.5x1.5)
km 32/4 (Reconstruction of Boxculvert 1.5x1.5)
km 33/2 (Reconstruction of Boxculvert 1.5x1.5)
km 34/4 (Reconstruction of Boxculvert 1.5x1.5)
km 34/6 (Reconstruction of Boxculvert 1.5x1.5)
km 35/8 (Reconstruction of Boxculvert 1.5x1.5)
km 36/2 (Reconstruction of Boxculvert 1.5x1.5)
km 25/4 (Reconstruction of Boxculvert 2.0x2.0)
km 26/6 (Reconstruction of Boxculvert 2.0x2.0)
km 29/10 (Reconstruction of Boxculvert 2.0x2.0)
km 31/4 (Reconstruction of Boxculvert 2.0x2.0)
km 32/8 (Reconstruction of Boxculvert 2.0x2.0)
km 33/8 (Reconstruction of Boxculvert 2.0x2.0)
km 34/2 (Reconstruction of Boxculvert 2.0x2.0)
km 35/2 (Reconstruction of Boxculvert 2.0x2.0)
km 36/6 (Reconstruction of Boxculvert 2.0x2.0)
km 26/10 (Reconstruction of Boxculvert 3.0x2.0)
km 34/8 (Reconstruction of Boxculvert 3.0x2.0)
km 35/6 (Reconstruction of Boxculvert 3.0x2.0)
km 28/2 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 28/10 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 37/4(i) (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 31/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 32/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 33/4 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 43/6 (Branch Road Widening)
Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete. as per Section 2706 of MORT&H Specficaton (Fifth Revision-2013)
km 25/10 (Widening of Boxculvert 1.5x1.5)
km 29/4 (i) (Reconstruction of Boxculvert 1.5x1.5)
km 29/4 (ii) (Reconstruction of Boxculvert 1.5x1.5)
km 30/6 (Reconstruction of Boxculvert 1.5x1.5)
km 30/10 (Reconstruction of Boxculvert 1.5x1.5)
km 31/8 (Reconstruction of Boxculvert 1.5x1.5)
km 32/4 (Reconstruction of Boxculvert 1.5x1.5)
km 33/2 (Reconstruction of Boxculvert 1.5x1.5)
km 34/4 (Reconstruction of Boxculvert 1.5x1.5)
km 34/6 (Reconstruction of Boxculvert 1.5x1.5)
km 35/8 (Reconstruction of Boxculvert 1.5x1.5)
km 36/2 (Reconstruction of Boxculvert 1.5x1.5)
km 25/4 (Reconstruction of Boxculvert 2.0x2.0)
km 26/6 (Reconstruction of Boxculvert 2.0x2.0)
km 29/10 (Reconstruction of Boxculvert 2.0x2.0)
km 31/4 (Reconstruction of Boxculvert 2.0x2.0)
km 32/8 (Reconstruction of Boxculvert 2.0x2.0)
km 33/8 (Reconstruction of Boxculvert 2.0x2.0)
km 34/2 (Reconstruction of Boxculvert 2.0x2.0)
km 35/2 (Reconstruction of Boxculvert 2.0x2.0)
km 36/6 (Reconstruction of Boxculvert 2.0x2.0)
km 26/10 (Reconstruction of Boxculvert 3.0x2.0)
km 34/8 (Reconstruction of Boxculvert 3.0x2.0)
km 35/6 (Reconstruction of Boxculvert 3.0x2.0)
km 28/2 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 28/10 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 37/4(i) (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 31/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 32/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 33/4 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 43/6 (Branch Road Widening)
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for WING WALLS
km 25/10 (Widening of Boxculvert 1.5x1.5)
km 29/4 (i) (Reconstruction of Boxculvert 1.5x1.5)
km 29/4 (ii) (Reconstruction of Boxculvert 1.5x1.5)
km 30/6 (Reconstruction of Boxculvert 1.5x1.5)
km 30/10 (Reconstruction of Boxculvert 1.5x1.5)
km 31/8 (Reconstruction of Boxculvert 1.5x1.5)
km 32/4 (Reconstruction of Boxculvert 1.5x1.5)
km 33/2 (Reconstruction of Boxculvert 1.5x1.5)
km 34/4 (Reconstruction of Boxculvert 1.5x1.5)
km 34/6 (Reconstruction of Boxculvert 1.5x1.5)
km 35/8 (Reconstruction of Boxculvert 1.5x1.5)
km 36/2 (Reconstruction of Boxculvert 1.5x1.5)
km 25/4 (Reconstruction of Boxculvert 2.0x2.0)
km 26/6 (Reconstruction of Boxculvert 2.0x2.0)
km 29/10 (Reconstruction of Boxculvert 2.0x2.0)
km 31/4 (Reconstruction of Boxculvert 2.0x2.0)
km 32/8 (Reconstruction of Boxculvert 2.0x2.0)
km 33/8 (Reconstruction of Boxculvert 2.0x2.0)
km 34/2 (Reconstruction of Boxculvert 2.0x2.0)
km 35/2 (Reconstruction of Boxculvert 2.0x2.0)
km 36/6 (Reconstruction of Boxculvert 2.0x2.0)
km 26/10 (Reconstruction of Boxculvert 3.0x2.0)
km 34/8 (Reconstruction of Boxculvert 3.0x2.0)
km 35/6 (Reconstruction of Boxculvert 3.0x2.0)
km 28/2 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 28/10 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 37/4(i) (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 31/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 32/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 33/4 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 43/6 (Branch Road Widening)
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specficaton (Fifth Revision-2013)
km 25/10 (Widening of Boxculvert 1.5x1.5)
km 29/4 (i) (Reconstruction of Boxculvert 1.5x1.5)
km 29/4 (ii) (Reconstruction of Boxculvert 1.5x1.5)
km 30/6 (Reconstruction of Boxculvert 1.5x1.5)
km 30/10 (Reconstruction of Boxculvert 1.5x1.5)
km 31/8 (Reconstruction of Boxculvert 1.5x1.5)
km 32/4 (Reconstruction of Boxculvert 1.5x1.5)
km 33/2 (Reconstruction of Boxculvert 1.5x1.5)
km 34/4 (Reconstruction of Boxculvert 1.5x1.5)
km 34/6 (Reconstruction of Boxculvert 1.5x1.5)
km 35/8 (Reconstruction of Boxculvert 1.5x1.5)
km 36/2 (Reconstruction of Boxculvert 1.5x1.5)
km 25/4 (Reconstruction of Boxculvert 2.0x2.0)
km 26/6 (Reconstruction of Boxculvert 2.0x2.0)
km 29/10 (Reconstruction of Boxculvert 2.0x2.0)
km 31/4 (Reconstruction of Boxculvert 2.0x2.0)
km 32/8 (Reconstruction of Boxculvert 2.0x2.0)
km 33/8 (Reconstruction of Boxculvert 2.0x2.0)
km 34/2 (Reconstruction of Boxculvert 2.0x2.0)
km 35/2 (Reconstruction of Boxculvert 2.0x2.0)
km 36/6 (Reconstruction of Boxculvert 2.0x2.0)
km 26/10 (Reconstruction of Boxculvert 3.0x2.0)
km 34/8 (Reconstruction of Boxculvert 3.0x2.0)
km 35/6 (Reconstruction of Boxculvert 3.0x2.0)
km 28/2 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 28/10 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 37/4(i) (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 31/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 32/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 33/4 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 43/6 (Branch Road Widening)
Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014
km 25/10 (Widening of Boxculvert 1.5x1.5)
km 29/4 (i) (Reconstruction of Boxculvert 1.5x1.5)
km 29/4 (ii) (Reconstruction of Boxculvert 1.5x1.5)
km 30/6 (Reconstruction of Boxculvert 1.5x1.5)
km 30/10 (Reconstruction of Boxculvert 1.5x1.5)
km 31/8 (Reconstruction of Boxculvert 1.5x1.5)
km 32/4 (Reconstruction of Boxculvert 1.5x1.5)
km 33/2 (Reconstruction of Boxculvert 1.5x1.5)
km 34/4 (Reconstruction of Boxculvert 1.5x1.5)
km 34/6 (Reconstruction of Boxculvert 1.5x1.5)
km 35/8 (Reconstruction of Boxculvert 1.5x1.5)
km 36/2 (Reconstruction of Boxculvert 1.5x1.5)
km 25/4 (Reconstruction of Boxculvert 2.0x2.0)
km 26/6 (Reconstruction of Boxculvert 2.0x2.0)
km 29/10 (Reconstruction of Boxculvert 2.0x2.0)
km 31/4 (Reconstruction of Boxculvert 2.0x2.0)
km 32/8 (Reconstruction of Boxculvert 2.0x2.0)
km 33/8 (Reconstruction of Boxculvert 2.0x2.0)
km 34/2 (Reconstruction of Boxculvert 2.0x2.0)
km 35/2 (Reconstruction of Boxculvert 2.0x2.0)
km 36/6 (Reconstruction of Boxculvert 2.0x2.0)
km 26/10 (Reconstruction of Boxculvert 3.0x2.0)
km 34/8 (Reconstruction of Boxculvert 3.0x2.0)
km 35/6 (Reconstruction of Boxculvert 3.0x2.0)
km 28/2 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 28/10 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 37/4(i) (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 31/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 32/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 33/4 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 43/6 (Branch Road Widening)
Filling behind Abutments and return wall with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014
km 25/10 (Widening of Boxculvert 1.5x1.5)
km 29/4 (i) (Reconstruction of Boxculvert 1.5x1.5)
km 29/4 (ii) (Reconstruction of Boxculvert 1.5x1.5)
km 30/6 (Reconstruction of Boxculvert 1.5x1.5)
km 30/10 (Reconstruction of Boxculvert 1.5x1.5)
km 31/8 (Reconstruction of Boxculvert 1.5x1.5)
km 32/4 (Reconstruction of Boxculvert 1.5x1.5)
km 33/2 (Reconstruction of Boxculvert 1.5x1.5)
km 34/4 (Reconstruction of Boxculvert 1.5x1.5)
km 34/6 (Reconstruction of Boxculvert 1.5x1.5)
km 35/8 (Reconstruction of Boxculvert 1.5x1.5)
km 36/2 (Reconstruction of Boxculvert 1.5x1.5)
km 25/4 (Reconstruction of Boxculvert 2.0x2.0)
km 26/6 (Reconstruction of Boxculvert 2.0x2.0)
km 29/10 (Reconstruction of Boxculvert 2.0x2.0)
km 31/4 (Reconstruction of Boxculvert 2.0x2.0)
km 32/8 (Reconstruction of Boxculvert 2.0x2.0)
km 33/8 (Reconstruction of Boxculvert 2.0x2.0)
km 34/2 (Reconstruction of Boxculvert 2.0x2.0)
km 35/2 (Reconstruction of Boxculvert 2.0x2.0)
km 36/6 (Reconstruction of Boxculvert 2.0x2.0)
km 26/10 (Reconstruction of Boxculvert 3.0x2.0)
km 34/8 (Reconstruction of Boxculvert 3.0x2.0)
km 35/6 (Reconstruction of Boxculvert 3.0x2.0)
km 28/2 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 28/10 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 37/4(i) (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 31/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 32/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 33/4 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 43/6 (Branch Road Widening)
Providing and fixing PVC seepage pipes of 110mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings
km 25/10 (Widening of Boxculvert 1.5x1.5)
km 29/4 (i) (Reconstruction of Boxculvert 1.5x1.5)
km 29/4 (ii) (Reconstruction of Boxculvert 1.5x1.5)
km 30/6 (Reconstruction of Boxculvert 1.5x1.5)
km 30/10 (Reconstruction of Boxculvert 1.5x1.5)
km 31/8 (Reconstruction of Boxculvert 1.5x1.5)
km 32/4 (Reconstruction of Boxculvert 1.5x1.5)
km 33/2 (Reconstruction of Boxculvert 1.5x1.5)
km 34/4 (Reconstruction of Boxculvert 1.5x1.5)
km 34/6 (Reconstruction of Boxculvert 1.5x1.5)
km 35/8 (Reconstruction of Boxculvert 1.5x1.5)
km 36/2 (Reconstruction of Boxculvert 1.5x1.5)
km 25/4 (Reconstruction of Boxculvert 2.0x2.0)
km 26/6 (Reconstruction of Boxculvert 2.0x2.0)
km 29/10 (Reconstruction of Boxculvert 2.0x2.0)
km 31/4 (Reconstruction of Boxculvert 2.0x2.0)
km 32/8 (Reconstruction of Boxculvert 2.0x2.0)
km 33/8 (Reconstruction of Boxculvert 2.0x2.0)
km 34/2 (Reconstruction of Boxculvert 2.0x2.0)
km 35/2 (Reconstruction of Boxculvert 2.0x2.0)
km 36/6 (Reconstruction of Boxculvert 2.0x2.0)
km 26/10 (Reconstruction of Boxculvert 3.0x2.0)
km 34/8 (Reconstruction of Boxculvert 3.0x2.0)
km 35/6 (Reconstruction of Boxculvert 3.0x2.0)
km 28/2 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 28/10 (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 37/4(i) (Reconstruction of Boxculvert 2 cells(3.0x2.0))
km 31/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 32/2 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 33/4 (Reconstruction of Boxculvert 2 cells(2.0x2.0))
km 43/6 (Branch Road Widening)
Junction Improvements
Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Box Cutting for Widening Portion and as per MORTH No. 111, 112, 301, 302.
Providing and Laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900.
Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- III Material
Providing and Laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, 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 on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900.
Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg / sqm using bitumen sprayer as directed by the Engineer - over WMM as per MORTH No. 111, 112, 502, 900
Providing and applying Tack Coat over granular surface treated with primer using Bitumen Emulsion (RS-I type) with mechanical sprayer at the rate of 0.25 kg per sqm as directed by the Engineer as per MORTH No.111,112,503,900.
Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over Bituminous surfaces treated with primer
Providing,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with71.30kgs of VG30 grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen, aggregate and mixing the minthe required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver finisher hydrostatic (morethan5mwidth) to the specified grades and cross sections and consolidate byVibratory Roller to the required density etc.,includinglabour for attending to paver to site etc.,including hire and fuel charges for 20-30t CMP with bitumenboiler, tippertrucks, PaverFinisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 of MORTH
Bituminous Macadam grading II (Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - as per MORTH Rev.V clause No.111, 112, 501, 504 & 900
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot Mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grade sand crosssection sand consolidated by8-10tonne Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher hydrostatic (more than 5m width), Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5
Center Median:
Construction of cement concrete centre median kerb with top and bottom width 150 and 165 mm respectively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid, foundation concrete laid manually, all complete as per clause 408.
Filling Carted Earth in between gap for median and island and above road level with approved materials deposited at site from roadway cutting and excavation for drain and foundation of otherstructures, spread, greaded and compacted as per CL:407 of MORTH
PCC Retaining Wall
Earthwork excavation in all classes of soil except Soft Rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013)
REINFORCED Cement Concrete of grade M30 Design Mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALLS. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013) (Below Sill Level)
Vibrated Reinforced Cement Concrete M-20, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for PCC PARAPET OVER Retaining Wall. as per Section 811,1700 & 2703.3 of MORT&H Specficaton (Fifth Revision-2013) (Above Sill Level)
Providing and fixing class1 PVC seepage pipes of 100 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)
Road Furniture
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- 2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803
Road Markers/Road Stud with Lens Reflector Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MoRT&H circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 (+/-) 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MoRT&H circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 (+/-) 2mm and height not less than 30 (+/-) 2 mm) from the body is to be a minimum value of 500 Kgf. 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 manufacturer’s recommendation and complete as directed by the Engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete
Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORTH specification no 801)(60 cm cirular board)
Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORTH specification no 801) (80cm x 60cm Rectangular board)
Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORTH specification no 801)(60cm x 45cm Rectangular board)
Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORTH specification no 801) 90 cm equilateral triangle
Providing and erecting of retro refectorised Hazard Marker Traffic sign made out of HIgh Intensity Prismatic Grade sheeting confirming to TYPE-IV standards of IRC 67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012(as per MORTH specification no 801)
Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012(as per MORTH specification no 801) stop board
Providing and erecting of retro refectorised Traffic sign made out of HIgh Intensity Prismatic Grade sheeting confirming to TYPE-IV standards of IRC 67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity Retro-Reflectro sheet shall consist of minimum coefficient of retro-Reflction as per Table 6.6 of IRC 67-2012.The retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012(as per MORTH specification no 801)80x60 cm rectangular Chevron board
Providing and Fixing of Rigid Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for lOOOhrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting.
Supplying of Solar Power Blinker: Including Solar Panel 60Wp, Solar LED Blinker with 300 MM DIA (LED-192 no's) – Red and Yellow, Charge Controller - 12V/5A, SMF 40AH / 12V Battery, Visible Distance - 1000 Meters, 24 Hours operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets and other accessories, Pole height 17’ feet. Civil Works: ( Including Land Leveling, Cleaning and digging pits & concrete post grounding )Erection And Commissioning Work: Pole erection and leveling of pole, Testing and connection of batters, charger controller and solar panel wiring work
Providing and erecting W metal beam crash barrier: Providing and ercting W metal beam Single sided Double guard crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.05m high, 0.35m below ground/road level, all steel parts and filments to be galvanized by hot dip process, all fittings confirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810.
Providing and fixing of Digitally Printed Retro-Reflectorized Overhead Gantry Informatory Sign Board made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67:2022 and ASTM D4956–09 specifications, and fixed over 2mm thick aluminum sheet mounted on a back supporting frame of mild steel L-angle of size 50mm x 50mm x 6mm.The vertical support post for the installation of the overhead sign gantry shall be made of 300NB (Nominal Bore) MS pipe, 12mm thick, with a ground clearance of 6 meters, along with 80NB MS pipe (4mm thick) and 40NB MS pipe (3.20mm thick) as support posts.MS base plate of size 1200mm x 1200mm x 25mm and MS top plate of size 900mm x 1650mm x 16mm shall be used to hold the sign board at the bottom and top, respectively. MS stiffener plates 8mm thick of sizes 420x420mm, 682x420mm, 288x288mm, 288x927mm, and 44x130mm are to be used. Anchor bolts of 25mm diameter and 1000mm length shall be used as fixtures.The approved directional information should be digitally printed and shall achieve 70% of the coefficient of retro-reflection values as per Table 6.9 of IRC 67:2022. The latex printer used for digital printing shall utilize inks with low VOC emissions and must have GreenGuard and ECOLOGO certifications as per UL 2801 standards.The retro-reflective sheeting shall be covered under a 10-year warranty for field performance, and a certified copy of a 3-year outdoor exposure report shall be obtained as per IRC 67:2022 (as per MoRT&H Specification No.801).The cantilever sign shall be installed at the site as per the approved structural and foundation drawings provided in the tender document. The work includes the cost and conveyance of all materials, equipment, and machinery to the worksite, including all labour charges for fixing the gantry in position, with all leads and lifts, loading charges, and everything necessary for the satisfactory completion of the work as directed by the Engineer-in-Charge, etc., complete. Size: 12.00m x 1.8m
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