REPAIR TO CERTAIN ROADS IN CME UNDER GE CME KHADKI

Amount

Scarifying or picking up WBM surfaces in area exc 400 sqm and depth exc 50 mm and n.exc 100 mm all as specified and directed.

Scarifying or picking gravelled macadam, bituminous macadam, SDAC surfaces by milling machine in area not exc 400 sqm to a depth exc 50 mm but n.exc 100 mm deep and removing the milled material to a distance n.exc 100 m and depositing at a level n.exc 1.50 m above the starting point including cleaning the milled surface by brushing with wire brushes and sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt to receive tack coat all as specified and directed.

All as per item No 2 above but for removal of scarified material with lead exc 100 m but n.exc 500 m and depositing at a level not exc 1.50 m above the starting point all as specified and directed.

All as per item No 2 above but for removal of scarified material with lead exc 500 m but not exc 1000 m and depositing at a level not exc 1.50 m above the starting point.

All as per item No 2 above but for removal of scarified material with lead exc 1000 m but n.exc 1500 m and depositing at a level not exc 1.50 m above the starting point

Screening road metal, Chippings, etc. on the site of the work, when specially ordered, including removing screened materials clear of screen and stacking in separate heaps for measuring (Materials from both sides of screen measured) all as specified and directed.

M&L 75mm thick (compacted thickness) WBM with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread rolled and consolidated to gradient materials and camber required (type of aggregate granite, trap or basalt), except material all as specified and directed.

M&L 75 mm thick (compacted thickness) 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 80-100 KN static weight and consolidating to required gradient and camber all as specified and directed. The finished surface tolerances to be as per Table 900-1 of MORTH specifications for Road and Bridge works 2013 all as specified and directed.

M&L Preparing unsurfaced WBM/WMM/bituminous macadam surface by brushing with wire brush for removing caked mud etc. sweeping with brooms, and finally fanning the cleaned surfaces with gunny bag to remove all loose dirt etc and applying evenly a tack coat with bituminous primer VG-10 @ 7.5 kg per 10 Sqm with sprayer over existing surface all as specified and directed.

M&L Premix bituminous macadam bitumen (VG-30) with 4% binder content using paving bitumen) by weight of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) all as specified and directed.

M&L for applying evenly a tack coat with bituminous primer (paving bitumion) VG-10 @ 2. 5 kg per 10 Sqm with sprayer over bituminous macadam/existing black top all as specified and directed.

Preparation of existing black top surfaces by brushing with wire brushes and removing caked mud etc sweeping with broom and finally fanning the cleaned surface with gunny bags to remove all loose dirt all as specified and directed.

M&L for bituminious premix asphaltic semi dense concrete 40mm thick consolidated thickness with 5.5% binder content (paving bitumen VG- 30) by weight of total mix all as per job mix formula, duly rolled and compacted to required camber and gradient with 8-12 tonne power roller and vibrating roller all as specified and directed. Note : The contractors quoted rates shall be deemed to include the following elements. (i) The contractor shall got the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work. (ii) In case variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quanity of bitumen shall be adjusted with price adjustment.

M&L for bituminious premix asphaltic semi dense concrete 30mm thick consolidated thickness with 5.5% binder content (paving bitumen VG- 30) by weight of total mix all as per job mix formula, duly rolled and compacted to required camber and gradient with 8-12 tonne power roller and vibrating roller all as specified and directed. Note : The contractors quoted rates shall be deemed to include the following elements (i) The contractor shall got the mix design done through Govt approved lab and same shall be got approved from GE before incorporating in the work. (ii) In case of variation in the bitumen content as per approved design mix in comparison with the bitumen content as specified above, the variation in quanity of bitumen shall be adjusted with price adjustment.

M&L for preparing bituminous surfaces of road and marking 2.5 mm thick center lines, stop lines, dashes, arrows, etc. and the like not exc 10 cm wide on road pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262 - 1989 with special applicator machine including glass beads confirming to BS 6088, dry, free from lumps, good reflectivity and durability applying by drop on method al as specified in IRC 35 all as per manfacutres instructions all as specified and directed.

Demolition of cement concrete (un-reinforced) in ground floors and paving n.exc 15 cm thickness all as specified and directed..

M&L for 100 mm thick cement concrete 1:4:8 type D2 as in sub base for PCC path all as specified and directed.

M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in foot path, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand all as specified and directed

M&L at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not be more than 5 mm), including making drainage opening wherever required) all as specified and directed

S&F in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per manufactures instructions all as specified and directed.

S&F in repairs solar cat eye aluminum alloy shall (100% water proofing design according to 65) of size 125mm x 125mm x 25mm (shank 65mm) of high efficiency Mono rystafie solar panel 2.4V/0.3 watt one NI-ed rechargeable battery (1.2V/1600MA) consisting of super bright LED with 10,000 to 18,000 mcd completed as per manufactures instructions all as specified and directed. Make : 3D/Dark Eye/ Alcolite as approved by GE.

S&F in repairs metal tubular dealineator 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 600 mm height duly powder coated 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 embedding in PCC 1:2:4 (150x150x300mm) type B1 all as specified and directed

S&F in repairs road safety Convex Mirror model No OS-790 from OSCAR safety soluctions or other equivalent approved make as per list of makes 80 CM dia, with and including fixing on 100 bore GI pipe medium grade with total height of pipe 2.00 RM duly painted including excavation for post holes in hard/dense soil and filling of mass concrete type D - 2, 1:4:8 (using 20mm graded crushed stone aggregate) as in foundation, post holes of size not less than (0.30m X.030m X 0.40m), removal of surplus soil and making good exisiting surfaces all as specified and as directed.

S&F thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strip sand length of tape exc 250mm and n.exc 350mm with anti theft steel net of size 300 mm long and dia.100 mm of gauze 2 mm thick for reflector protection all as specified and directed by Engr - in - charge

S&F in repairs Antique design compatiable Pedestrian bollards channelizers of height 570mm, base 230mm of weight 1.65 kg approx Model no PS 30000PB as per manufactures instructions all as specified and directed.

S&F in repairs Plastic chain for barricading Model No PS 754 anchor type 6mm thickness of 20m length as per manufactures instructions all as specified and directed.

S&F in repairs Advertisement barricade board HDPE plastic, 1000mm height , 440x50mm width, base overall shape 450mmx600mm portable high reflective advertisment stickers Model no PS 5000c as per manufactures instructions all as specified and directed.

MOHANLAL MATHRANI CONS. PVT. LTD. (BID ID -3467653)

Ganesh Enterprises (BID ID -3468447)

Aadarsh Bharat Enviro Pvt Ltd (BID ID -3470363)

Sunshine Ventures (BID ID -3471078)

SIDDHIKEE PLUMBING AND DRAIANGE CIVIL CONTRACTOR (BID ID -3474508)

Bidder Name

MOHANLAL MATHRANI CONS. PVT. LTD.

Sunshine Ventures

PAVEWAY CONSTRUCTIONS PRIVATE LIMITED

Aadarsh Bharat Enviro Pvt Ltd

Ganesh Enterprises

SIDDHIKEE PLUMBING AND DRAIANGE CIVIL CONTRACTOR