TN No 13 2025 26 SDO Dated 25.11.2025

e for Main work

Junction Improvements at km 6/165-6/270

Junction Improvements at km 1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

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 pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MoRT&H Specification for Junction Improvements at km 4/240-4/560

Clearing and srubbing road land including uprooting wild vegitation, grass, bushes, shurbs, sapling and trees of girth upto 300mm, removable of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 100m including removable and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201 for Main work

Junction Improvements at km0/0-0/120

Junction Improvements at km 4/240-4/560

Junction Improvements at km 6/165-6/270

Junction Improvements at km 1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Earth work excavation in all classes of soils expect hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges,materials,tools,equipment and all other incidental charges,removal of other deleterious matter and obstructions,trimming of bottom of excavation back filling,clearing up the site and disposal of all surplus materials etc., complete as per standard specifications,for CUTTING PORTION for Main work

Junction Improvements at km0/0-0/120

Junction Improvements at km 4/240-4/560

Junction Improvements at km 6/165-6/270

Junction Improvements at km 1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Forming the embankment using carted earth having soaked CBR value not less than required including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 95% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per clause 305 of MoRT&H Specifications for Main work

Junction Improvements at km0/0-0/120

Junction Improvements at km 4/240-4/560

Junction Improvements at km 6/165-6/270

Junction Improvements at km 1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Forming the embankment using carted earth having soaked CBR value not less than required including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 97% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per clause 305 of MoRT&H Specifications for Main work

Filling with Carted earth for BERMS complete as per drawings & technical specification. including cost and conveyance of materials to site and labour charges for ramming & watering and complete earth rammer etc., complete for Main work

Junction Improvements at km0/0-0/120

Junction Improvements at km 4/240-4/560

Junction Improvements at km 6/165-6/270

Junction Improvements at km 1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Providing Granular Sub Base as per clause 401.2.1 viz. sand, mooram, gravel crushed stone, individual or combination thereof which satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including conveyance of earth all materials and hire and machinery charges of Tools and Plants employed and all other incidental charges as per MORT&H specification No 401 - Grading V Material for main work

Junction Improvements at km0/0-0/120

Junction Improvements at km 4/240-4/560

Junction Improvements at km 6/165-6/270

Junction Improvements at km 1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Providing Granular Sub Base as per clause 401.2.1 viz. sand, mooram, gravel crushed stone, individual or combination thereof which satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including conveyance of earth all materials and hire and machinery charges of Tools and Plants employed and all other incidental charges as per MORT&H specification No 401 - Grading III Material for main work

Junction Improvements at km0/0-0/120

Junction Improvements at km 4/240-4/560

Junction Improvements at km 6/165-6/270

Junction Improvements at km 1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Providing and laying Wet Mix Macadam Base Couse of 250mm thickness in two layers of 125mm each or else as specified on the prepared Sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified indluding mixing in Base mix plant, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and fine dressing for required grade and cross slope as shown on the drawing, equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 as directed by Engineer for main work

Junction Improvements at km0/0-0/120

Junction Improvements at km 4/240-4/560

Junction Improvements at km 6/165-6/270

Junction Improvements at km 1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Providing and laying Prime coat over WBM/WMM surface using 7kg of Emulsion Bitument (SS1) per 10sqm for preparatory to another bitiminous constrction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MoRT&H-V for main work

Junction Improvements at km0/0-0/120

Junction Improvements at km 4/240-4/560

Junction Improvements at km 6/165-6/270

Junction Improvements at km 1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50kg of Bitument Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MoRT&H - V for main work

Providing and laying TACK COAT over dry lean cement concrete surface (treated with primer) using 3.0 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 for Main work

Providing and laying Tack Coat over Existing BT surface (treated with primer) using 3.00kg of Bitument Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MoRT&H - V for Junction Improvement at km0/0-0/120

Providing and layihng Dense bituminous Macadam (DBM) 75mm thick Base Binder Course as per Job Mix Formula for overlay on existing pavements of compacted thickness as specified by the Engineer consisting of hard crushed aggregate of quality, size and grading as specified aand of sufficient quantities to yield specified compacted thickness with VG30 grade straight run bitumen by wight of the total mix and premixed in a central hot mix plant including screenin, sorting and spreading with sel propelled mechanical paver consolidating with power and vibratory roller of 80 - 100 kN static weight and finishing to the required and cross alpw as shown on the drawing or as directed by the Engineer including obtaining and transporting all materials from approved quarry site other approved scources to work site with all lift and leads by mechanical transport, dead load or any other mode of tranportation, including labour, tools and plants equipments safety measures, testing and incidental charges necessary to complete the work as per MoRT&H Tehnical specification Clause 504 for main work

Junction Improvements at km 4/240-4/560

Junction Improvements at km 6/165-6/270

Junction Improvements at km 1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Providing and layihng Dense bituminous Macadam (DBM) 60mm thick Base Binder Course as per Job Mix Formula for overlay on existing pavements of compacted thickness as specified by the Engineer consisting of hard crushed aggregate of quality, size and grading as specified aand of sufficient quantities to yield specif

Junction Improvements at km0/0-0/120

Junction Improvements at km 4/240-4/560

Junction Improvements at km 6/165-6/270

Junction Improvements at km 1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

ied compacted thickness with VG30 grade straight run bitumen by wight of the total mix and premixed in a central hot mix plant including screenin, sorting and spreading with sel propelled mechanical paver consolidating with power and vibratory roller of 80 - 100 kN static weight and finishing to the required and cross alpw as shown on the drawing or as directed by the Engineer including obtaining and transporting all materials from approved quarry site other approved scources to work site with all lift and leads by mechanical transport, dead load or any other mode of tranportation, including labour, tools and plants equipments safety measures, testing and incidental charges necessary to complete the work as per MoRT&H Tehnical specification Clause 504 for Junction Improvement at km0/0-0/120

Filling with carted earth including cost and conveyance of sand 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 for filling under the MEDIAN, ISLAND & ROUNDABOUT for Junction Improvements at km 0/0-0/120

Junction Improvements at km 6/165-6/270

Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00 - 9.50mm 0.17cum of 9.50 - 2.36mm and 0.26cum of 2.36mm and below with 50-30 kgs of VG30/VG40 bitument for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitument and aggregate to requried temerature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finsiher/9m paver finbisher, 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 fo MoRT&H Rev-5 for main work

Providing and laying Bituminous Concrete to 50mm thick using 0.13cum of 19.00 - 9.50mm 0.17cum of 9.50 - 2.36mm and 0.26cum of 2.36mm and below with 50-30 kgs of VG30/VG40 bitument for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitument and aggregate to requried temerature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finsiher/9m paver finbisher, 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 fo MoRT&H Rev-5 for main work

Cement Concrete of grade M20 Nominal Mix, using 20mm ISS size HBG 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for MEDIAN, ISLAND & ROUNDABOUT for Junction Improvements at km 0/0-0/120

Junction Improvements at km 6/165-6/270

Revetment at ch 5375 - 5575

Cement Concrete of grade M20 Nominal Mix, using 20mm ISS size HBG 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for ROUNDABOUT for Junction Improvements at km 6/165 - 6/270

Construction of Box culverts at ch 150, 761,1100,1425,1800,2675,2962,3380,3740,4340,4617,4875,5185,5425 Earthwork excavation in all classes of soil except 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 Box Culverts

Plain Cement Concrete M15 (Nominal Mix) using 40mm ISS HBG metal including Cost and Conveyance of all materials to site and cost of Cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for LEVELLING COURSE BELOW Box Culvert Wing Wall and Approach Slab.

Vibrated Reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BASE SLAB, VERTICAL WALL AND DECK SLAB.

Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for WING WALL Foundation and Below sill.

Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for WING WALL above sill.

Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for Parapet WALL

PCC Breast wall Ch. 2165 - 2250

PCC Breast wall Ch. 2150 - 2165 and 2250 - 2290

PCC Breast wall Ch. 6100 - 6200

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 for Box culverts

PCC Breast Wall Ch. 2150 - 2165 and 2250 - 2290

PCC Breast Wall Ch. 6100 - 6200

Plain Cement Concrete M15 (Nominal Mix) using 40mm ISS HBG metal including Cost and Conveyance of all materials to site and cost of Cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for LEVELLING COURSE BELOW the Footings of PCC Breast Wall Ch.2165- 2250

PCC Breast Wall Ch.2150- 2165 and 2250 - 2290

PCC Breast Wall Ch.6100 - 6200

Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for Foundation and below Ground level of Breast Wall Ch. 2165 - 2250

PCC Breast Wall Ch. 2150 - 2165 and 2250 - 2290

PCC Breast wall Ch. 6100 - 6200

Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for PCC Breast wall above ground level. Ch. 2165 -2250

PCC Breast wall above ground level. Ch. 2150 - 2165 and 2250 - 2290

PCC Breast wall above ground level. Ch. 6100 - 6200

Providing and fixing Seepage pipes of 100mm dia of requied lengths for abutments and wings including cost and conveyance of all materials to work site and for labour charges for fixing, etc.,to drain of the backfill as per section 2706 of MoRT&H specifications (V Revision) for Box Culvert

Gravel backing to Revetment for 150mm thick, including cost and conveyance of gravel to worksite, and filling in layers of 150mm thick, tamping, including watering with all leads for water and all other incidental charges etc., complete.

Rough Stone Dry packing 230mm thick for apron using good size granite roughsone, properly wedged with quarry spalls including cost and conveyance of all materils to site labout charges for packing the same in position and all other incidental charge etc., complete of Revetments.

Pointing with Cement mortar 1:3 (using one part of cement and three part of sand) including curing etc., complete complying with standard specification and as directly by the Department Engineers.

Construction of Breast wall Earthwork excavation in all classes of soil except 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

Junction Improvement Ch. 0/120

Junction Improvement Ch.4240/4560

Junction Improvement Ch. 6165 - 6270

Junction Improvement Ch.1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806) For main work

Junction Improvement Ch. 0/0 - 0/120

Junction Improvement Ch. 4/240 - 4/560

Junction Improvement Ch. 6/165 - 6/270

Junction Improvement Ch.1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/ 360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width X 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge for Main work.

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 forfoundation of Breast Wall. Ch 2165 - 2250

Junction Improvement Ch. 0/0 - 0/120

Junction Improvement Ch.4240/4560

Junction Improvement Ch.6165 - 6270

Junction Improvement Ch.1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Main work Cautionary Sign 60cm circular

Informatory Signs 60X45 Cm Rectangle for main work.

For Junction Improvement Ch.0/0 - 0/120 Stop Board 90 cm(Octoganal)

For Junction Improvement Ch.4/240 - 4/560 Stop Board 90 cm(Octoganal)

For Junction Improvement Ch.6/165 - 6/270 Stop Board 90 cm(Octoganal)

For Junction Improvement Ch.1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000 Stop Board90 cm (Octoganal)

Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 -09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of 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 designed foundation with M15 grade cement concrete 45cmX45cmX60cm 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-reflection 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 67:2022. (as per MORT&H Specification No.801) for sign having area upto 0.9 Sqm (Type IV)

For Area more than 0.9 Sqm

Providing and fixing of digitally printed retro reflectorised overhead cantilever informatory sign board of size 5.0x1.80m made of cube corner microprismatic grade sheeting conforming to type XI standards of IRC 67-2012 and ASTMD 4956-09 specification and fixed over 2 mm thick aluminium sheet fixed on back supporting frame mild steel L angle of size 50 mm x 50 mm x 6 mm. The Vertical support post for the installation of overhead sign Gantry shal be made of 300 NB (nominal bore) MS pipe with 12 mm thick with the ground clearance of 6 m along with 80 NB (nominal bore) MS pipe with 4 mm thick and 40 NB (nominal bore) MS pipe with 3.20 mm thick support post. MS Base plate of size 1200 mm x 1200 mm x 25 mm and MS top plate of size 500 mm x 1650 mm x 16 mm to be used to hold the sign board at the top and bottom respectively. MS stiffiner plates 8.00 mm thick of sizes 420 x 420, 682x420, 288x 288, 288x 927 and 44x130 are to be used. Anchor bolts of dimension 25 mm dia and 1000 mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of coefficient of retro-reflection values against the value as mentioned in table 6. of IRC 67-2012.The latex printer used for Digital Printing should use inks with the low VOC emissions and have Green guard, Eco logo certificates ask per UL 2801 standards. The retro reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORTH specification number 801). cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials equipments, machineries to work site, including all labour charges for fixing the gantry in position with all leads and lifts loading charges and necessary for satisfactory completion of the work of directed by the engineer-in-charge etc., complete for main work

Providing and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification for Main work

For Junction Improvement Ch.0/0 - 0/120

For Junction Improvement Ch.4/240 - 4/560

For Junction Improvement Ch.6125 - 6270

For Junction Improvement Ch.1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Constrction of Revetment at Ch.5375 - 5575 Vibrated Cement Concrete of grade M10 Nominal Mix (1:3:6) using 40mm 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 maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Toe Wall.

Junction Improvement 0/0 - 0/120

Junction Improvement 6/165 - 6/270

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., complet

Junction Improvement 0/0 - 1/120

Junction Improvement 4/240 - 4/560

Junction Improvement 6/165 - 6/270

Junction Improvement Ch.1/680-1/820,2/600-2/700, 4/000-4/100, 4/740-4/860, 5/280-5/400, 5/580-5/680, 5/920-6/000

Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete for main work

Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete.

Painting CC surface with one coat of prime and two coats of synthetic enamel paint of approved quality and colour including through scraping, clean removal of dirt etc complete complying with standard specifications and as directed by the engineers incharge for junction Improvement Ch.0/02 to 0/120

Junction Improvement Ch.6/165- 6/270

Calculation of SubTotal, GST and Total Amount carried out by system automatically Basic cost of value put to tender as per estimate

Add GST at 18%

Total Value put to Tender

Negotiated Percentage

Final Negotiated Value

Add GST at 18% of Final Negotiated Value

Total Value of Contract Including 18% of GST