PROVN OF BITUMINOUS ROAD FROM GATE NO 04 TO MAIN ROAD NEAR WATCH TOWER NO 09 OF CERTAIN UNIT UNDER GE KAMPTEE

Amount

Excavating over area not exc 1.5m deep and getting out in any type of soil complete all as specified and directed.

Removing excavated material not exc 500 mtr and depositing where directed at a level not exc 1.5m from the starting point complete all as specified and directed.

Demolition of cement concrete of any description and in any position and removal of demolished material outside of defence land not otherwise specifically provided for complete all as specified and directed.

Rolling and consolidating road formation surfaces with 8 to 12 tonne power road roller watering as necessary including filling in hollows and depression to required true gradient and camber etc complete all as specified and directed.

Material and labour for 150mm thick (spread thickness) soiling (or sub base) with broken boulders or quarried stone size of 40 to 80 mm (Granite, trap or basalt stone ), interstices filled , surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.

Material and labour for 150mm thick (compacted thickness) (in two layers of 75mm thick each ) water bound macadam with coarse aggregate of granite /basalt stone of grading 2 ranging from 63mm to 40mm, hollows made up to form true surface, spread surface binding with and including screening and moorum, watered, consolidated and rolled with 8 to 12 tonne power roller to gradient and camber required complete all as specified and directed.

Material and labour for preparing unsurfaced WBM 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 and applying evenly a priming/tack coat with bituminous primer over surface at 10 kg per 10 sqm using paving bitumen grade (VG-10) on WBM surfaces by using mechanical sprayer and providing premix asphaltic semi-dense concrete 40mm consolidated thickness with 5.5% binder content (paving bitumen any penetration of grade VG-30) by weight of total mix and 2 % cement filler, rolled and compacted to required camber and gradient, using 8 to 12 tonne power roller complete all as specified ans directed. Note: Asphaltic semi dense concrete shall be laid using self propelled hydrostatic paver finisher and mix shall be prepared in hot mixed plant and transported by tipper. The rate quoted shall be deemed included for cement filler.

Material and labour for road line painting 100mm wide or width as directed with golden yellow/white thermostatic compound with reflectorised glass beads on bituminous road, providing and laying of hot applied thermostatic compound 2.5mm thick including glass beads @ 250 grm/ sqm area thickness 2.5mm is exclusive of surface applied, glass beads as per IRC-35. The finish surface to be level and uniform and free from streaks and holes in addition where arrows or letter to be provided thermoplastic compound may be hard spalayed. The colour of compound shall be as directed complete all as specified and as directed. Note:- Application shall be carried out through mechanical appliances by the approved applicator of the manufacturer of the paint.

Supply and fix solar road studs of size 125mm x 125mm x 20mm, aluminium alloy & polycarbonate stud (Red/yellow LEDs) 3+3 LEDs with shank in tough aluminium diecast body with MS zinc coated nails of size 12mm dia and 120mm long fixed with epoxy complete as per MORTH/ IRC specifications complete all as specified and directed.

M/s KAMAL R AGRAWAL (BID ID -3145220)

DIVESH HARISH SIRIAH (BID ID -3145430)

M/s SHREE SAIBABA CONSTRUCTION (BID ID -3145920)

M/s T.S.JOHAR (BID ID -3146094)

LAL AND SONS (BID ID -3151305)

Bidder Name

chronicle enterprises

LAL AND SONS

M/s T.S.JOHAR

M/s SHREE SAIBABA CONSTRUCTION

M/s KAMAL R AGRAWAL

DIVESH HARISH SIRIAH