National Bank For Agriculture And Rural Development Tender

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Providing and laying, spreading and compacting graded stone aggregates to Wet mix macadam specification including premixing the materials with water at OMC in Mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub base course on well prepared surface and compacting with Vibratory roller to achieve 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.

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Providing and laying Prime Coat over WMM surface using 7 Kgs of Emulsion Bitumen (SS I) for 10sqm 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 502 of MORTH Rev-5.

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Providing and laying Tack Coat over WMM surface (treated with primer) using 2.5kgs Bitumen Emulsion (RS I) for 10sqm 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.

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Providing and laying 50mm thick Consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm 0.430cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below IRC metal with 37 kg of VG30 bitumen for premixing per 10sqm including coat and conveyance of all materials to CMP site including heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 tones capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory 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/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per Specification using CMP as per clause 504 of MORTH rev-5.

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Providing and laying Bituminous concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 tonnes capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory 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/ 9m paver finisher, Vibratory roller and all other Tools and plants required, including fuel and all other and incidental charges etc., complete as per Specification using CMP as per clause 507 of MORTH rev-5.

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Providing and laying earth for making up berms using Carted earth with a lead of 7 Km including Labour charges for spreading, hire and fuel charges for all T & P employed etc., complete as directed by the departmental officers for filling labour charges only.

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Providing RCC M15 grade precast KM stone of stanard design as per IRC 8 - 1980 and fixing in position including painting and printing etc complete (as per MORTH & H specification no 804)

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Providing RCC M15 grade precast HM stone of stanard design as per IRC 26-1967 and fixing in position including painting and printing etc complete (as per MORTH & H specification no 804)

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Supply and fixing of R.C.C. GUIDE POSTS of size 1.2x0.2x0.2 m with reflective star stickers with tin M.S. Sheet with two side packing and top cover of 0.75 inches in R.C.C 1:2:4 mix using 20mm HBG metal with 10mm dia bars as vertical with 8mm dia stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top Projection by Projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

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 cofferdams, sheeting, shoring bracing and their subsequent removal, removal of logs, stumps,grubs,and other deleterious matter and obstructins, 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 BOX CULVERT.

Construction of Box Culvert at Km 1x 1.5m for the work of Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Filling behind the Box Culvert 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 for Box Culvert.

Construction of Box Culvert at Km 1x 1.5m for the work of Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

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 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 BASE COURSE OF BOX CULVERT.

Construction of Box Culvert at Km 1x 1.5m for the work of Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Vibrated Reinforced Cement Concrete of Grade M-30, Design mix using ISS 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 BASE SLAB, SIDE WALL AND TOP SLAB OF BOX CULVERT.

Construction of Box Culvert at Km 1x 1.5m for the work of Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Vibrated Cement Concrete of Grade M-20, Nominal mix1:1.5:3 using ISS 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 AND PARAPETS OVER BOX CULVERT.

Construction of Box Culvert at Km 1x 1.5m for the work of Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and 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 Culvert.

Construction of Box Culvert at Km 1x 1.5m for the work of Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

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 but excluding cost and fabrication of steel and 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 premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top slab of Box Culvert.

Construction of Box Culvert at Km 1x 1.5m for the work of Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer using Carted Earth with a lead of 7 Km for formation of Diversion Road in Box Culvert.

Construction of Box Culvert at Km 1x 1.5m for the work of Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Gravel for Sub-base 150mm thick including cost and conveyance of gravel to worksite laying and filling in layers of 150mm thick tamping including watering with all leads for water and all other incidental charges etc complete for diversion Road in Box Culvert.

Construction of Box Culvert at Km 1x 1.5m for the work of Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Retro Reflectorised Traffic signs (Without definition board) Type-IV Providing and erecting of Retro Refectorised Retro Refectorised Cautionary, mandatory and informatory sign (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards to IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear hieght 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 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipments, 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-reflectorised sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered and under 7 year warranty issued for field performance and certified copy of 3 years outdoor exposure report shall be obtained as per IRC- 67-2012. (as per MORT&H specification 801)

90 cm Equilateral Triangle

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Direction and Place identification signs-Type-IV Providing and erecting direction and place identification Retro Refectorised signs made out of Cube corner Micro Prismatic Grade Sheeting confirming to Type IV standards to IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm with a clear hieght 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 45cm x 45cm x 60cm size including cost and conveyance of all materials, equipments, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro Prismatic grade retro-reflectorised sheet shall consist of minimum co-efficient of Retro-reflection as per Table 6.9 of IRC 67-2012. The retro reflective sheeting shall be covered and under 10 year warranty issued for field performance and certified copy of 3 years outdoor exposure report shall be obtained as per IRC- 67-2012. (as per MORT&H specification 801) (For location of blackspot, curve, sharp bend, junction, ghat roads, and critical zone application)

(For sign having area Upto 0.9 sqm)

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Providing and laying of hot applied thermoplastic cmpound 2.5mm thick including reflectorising glass beeds at 250 gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC:35, the finished surface to be level, uniform anf free from streaks and holes etc., complete.

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

Providing and fixing Reflective road studs of category 'A' raised Pavement Markers made out of poly carbonate / 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 confirming to ASTM F 4280. The reflective raised pavement markers shall also confirm to MORTH circular No RW/NH 33023/10/ 97 DO III Dt:11.06.97 and the length, height and width of the shall not be less than 15mm, 90mm and 100mm 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 Cylinderical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30 + /- 2mm) 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 o inside, without nails and using epoxy resin based adhesive as per manufacture's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 kg tested in acordance with ASTM D 4280 and confirming to IRC 35-2015 guideliness and MORT&H specification 804 etc., Complete.

Upgradation of K.Mallasandram to ChinnaThogarai Km 0/0-1/2

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