Highways Department Tender

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.

Providing and laying Dense Bituminous Macadam 75 mm which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG40 grade Bitumen confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for DBM (Grade-I) as per MORTH No. 111, 112, 505, 900

Providing and laying Dense Bituminous Macadam 50 mm which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG40 grade Bitumen confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for DBM (Grade-II) as per MORTH No. 111, 112, 505, 900

Providing and laying Bituminous Concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 40 Grade Bitumen confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BC (Grade-I) as per MORTH No. 111, 112, 507, 900

Construction of Cast-in-situ Silt catch Pit of Inner Size 450 x 450 x 450mm including necessary earth work excavation including providing foundation in PCC 1:4:8 under wall 150mm thick and cutting the existing storm water drain of size 300 x 150mm for fixing 2 Nos of 160mm dia PVC pipe of the storm water drain mouth with RCC cast in sity wall of size 120mm in RCC 1:1.5:3 with steel of 9.25 Kg including fixing Ductile Iron grating hinged with frame clear opening 450 x 450mm -- 10MT -- Completing the finishing work etc

Chequerred precast Cement based hydraulically pressed anti-skid (Pattern Design) tiles, 20mm thick laid in CM 1:3 (one cement & three sand) and pointed with white cement mixed with colouring pigment @ 0.40 Kg/Sqm and cost towards curing,etc., Complete for Drain as per technical specifications.

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250 gms/ sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be level, uniform and free from streaks and holes etc., complete (as per MORT&H specification no 803)

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 MORTH circular No RW/ NH 33023/10/ 97-D0.III dt 11.06.97 The height, waith and length shall not be less than 15 mm, 60 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 CIL not less than values specified in Table 2 of suid MORTH 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 erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) 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 Aluminium 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. lOm 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 concrète 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 67:2012 (as per MORT&H Specification No.801)

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

Quoted value (Excess/Less)

Final Quoted Value (Basic Rate only)

Add GST at 18% of Final Quoted Value

Total Value of Contract Including 18% of GST

Basic cost of value put to tender as per Estimate

Quoted Rate in Figures (Total Value of Contract Including 18% of GST )