Military Engineer Services Tender

M&L 200 mm thick (spread thickness) soling (or sub base) with broken boulders or quarried stone of size as per MoRTH specifications, inter stices filled, surface formed and rolled with power roller of capacity exc 8 tonne n.exc 12 tonne, and consolidated to required gradient and camber complete all as specified and directed. [Note : Soling materials shall be entered in MB as "Not to be abstracted".] [Total Qty : 14.00 (Part-I) + 147.00 (Part-II) = 161.00]

M&L laying and compacting total 150mm compacted thickness (laid in two layers of 75mm each) Wet Mix Macadam (WMM) grading as per table 400-13 of MoRTH specifications for Road and Bridge Works 2013 manufactured in WMM plant, material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading with sensor paver and rolling with vibratory roller of capacity 8 to 12 tonne static weight and consolidating to required gradient and camber, complete all as specified and directed. [Note : (i) The finished surface tolerances to be as per Table 900-1 of MoRTH specifications for Road and Bridge Works 2013. (ii) Raw materials for work shall exclusively manufactured by latest calibrated WMM Plant. Valid Calibration Certificate of WMM Plant to be submitted to Engr-in-Charge before execution of work. No manual mixing of coarse aggregate are allowed. (iii) Lorry no & qty brought at site of WMM materials shall be entered in MB as "Not to be abstracted" before payment. (iv) Payment shall be made after submission of approved mixing qty of WMM materials from GE, Calibration Certificate of WMM Plant & Vibratory Roller Register.] [Total Qty : 14.00 (Part-I) + 147.00 (Part-II) = 161.00]

Preparing of surfaces of unsurfaced Wet Mix Macadam (WMM) by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc. and M&L & applying evenly a prime coat of Cationic Bitumen Emulsion SS1 confirming to IS : 8887 at a rate of application of 0.7-1.0 kg/sqm on surface of WMM / WBM as specified in Table 500-3 of MoRTH Specification for road and bridge works 2013, using mechanical sprayer, complete all as specified and directed. [Total Qty : 14.00 (Part-I) + 119.00 (Part-II) = 133.00]

M&L premixed bituminous macadam over primed surface of road using paving bitumen VG-30, laid/rolled by 8 to 12 tonne capacity roller and compacted to required gradient and camber (consolidated thickness 75 mm or less including preparation of area before laying of Macadam with mechanical paver), binder contents of premixed macadam shall be 4% by weight of total mix (Design Mix), complete all as specified and directed. [Note : (i) Work shall be executed after approval of design mix of bituminous macadam by GE. (ii) Calibration of Hot Mix Plant shall be submitted to Engr-in-Charge for approval. (iii) Payment shall be made to Contractor after submission of approved design mix, Bitumen Extraction Report, Road Roller Register & Calibration Report. (iv) Exact qty of binder to be used shall be ascertain by design mix. (v) Minimum 4% of binder shall be used. However, in case more than 4% of binder content is required as per design mix, the same shall be provided by the contractor at no extra cost to the dept.] [Total Qty : 10.50 (Part-I) + 89.00 (Part-II) = 99.50]

M&L applying 25mm thick mastic asphalt consisting of an intermate homogeneous mixture of mineral filler, well graded fine and coarse aggregate industrial grade 85/25 industrial grade of bitumen as per IS : 73 of 2006 cooked at 170 degree to 200 degree centigrade laid hot trowelled and floated by means of wooden float laid, bitumen mastic after spreading and while still hot in plastic condition shall spread over with bituminous precoated fine aggregate of size 20mm @ 0.005 Cum per 10 Sqm mixed with 0.17 Kg per Sqm of bitumen grade 85/25 industrial bitumen for anti skidding including all material, labour, tools and plants and over & including tack coat of VG-10 grade bitumen conforming to IS : 73 @ 0.3 - 0.4 Kg/Sqm on bituminous surface as specified in table 500-5 of MoRTH Specification for Road & Bridge works 2013 using mechanical sprayer over prepared base, as per design mix IRC 107-2013, all as specified and directed. [Note : (i) Work shall be executed after approval of design mix of mastic asphalt by GE. (ii) Calibration of Hot Mix Plant shall be submitted to Engr-in-Charge for approval. (iii) Payment shall be made to Contractor after submission of approved design mix, Bitumen Extraction Report, Road Roller Register & Calibration Report. (iv) Exact qty of binder to be used shall be ascertained by Design Mix.] [Total Qty : 14.00 (Part-I) + 119.00 (Part-II) = 133.00]

M&L preparing bituminous surfaces of road by cleaning and preparing the road surface and making good the road marking location and marking / applying 2.5mm thick white or golden yellow reflective hot thermoplastic road marking paint (Hot application) for centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements confirming to BS 3262-1989 with special applicator machine through modern propelled road marking machine in a layer all as per manufacturers instruction and use of all ingredients such as binder, glass beads, titanium dioxide, calcium carbonate, interfiller thermoplastic required for glass beads per sqm by incorporating the white beads for reflectivity in 100 mm width, complete all as specified and directed. [Total Qty : 10.00 (Part-I) + 60.00 (Part-II) = 70.00]

M&L Moorum/red bajri filling of spread thickness 100 mm in floors or pavings, spreading and rolling including watering with vibratory roller of capacity 8 to 12 tonne static weight and consolidating to required gradient and camber, complete all as specified and directed. [Note : Stack measurement of moorum / red bajri shall be entered in MB as "Not to be abstracted".]

S&F metal retro-reflective Tubular Delineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 1010 mm height above GL duly powder coated (minimum 40 micron) and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including supply and providing of embedding in PCC 1:2:4 (150 x 150 x 300mm) type B1, complete all as specified and directed. [Note : Delineators shall be made from Class-I retro-reflective sheets in accordance with as per 1748.]

S&F Cat's Eye pavement marker two way reflective of minimum size 110mm x 120mm x 24 mm with aluminium alloy body with micro prismatic lens type technology with reflective lens to be fixed epoxy resin adhesive after cleaning the surface and reflective panels Amber/Red/White the help adhesive and screws, complete all as specified and directed. [Total Qty : 8.00 (Part-I) + 15.00 (Part-II) = 23.00]

Removing excavated material obtained from Item No 1.01 to a distance exc. 50 m and n.exc 150 m depositing where directed including spreading and levelling to a true surface, complete all as specified and directed. [Total Qty : 76.00 (Part-I) + 734.00 (Part-II) = 810.00]

PART-II : NEW ROAD FROM RP GATE NO. 02 TO AGE (B/R) OFFICE (LBW WORK) [Note : All Items are clubbed up with Sch 'A' Part-I Item No. 1.01 to 1.12 above.]