PROVISION OF INTERLOCKING ROAD AT HEMA THIMMAYA LINE APPROX 110M X 5.5M UNDER GE MCTE MHOW

Amount

Excavation over areas not exceeding 1.5 mtrs deep and gatting out in Hard/dense soil complete all as specified and directed.

Rolling consolidating formation surfaces of road in cutting with exceeding 8 tonne and not exceeding 12 tonne power roller and forming required level ,gradient and camber including filling in hollows and depressions, watering as necessary complete all as specified and directed

M&L 150mm thick Soling (Spread thickness) with broken boulders or quarried stone, inter stices filled with coarse sand, surface formed spread rolled and consolidated to required gradient & camber with 8-10 tonne power roller, complete all as specified and directed.

M&L 150mm thick water bound macadam in two equal layers of 75mm each (compacted thickness) with coarse aggregate of stone (granite/basalt/trap) 63mm to 40mm size, spread rolled and consolidated to required gradient & camber with 8-10 tonne power roller, complete all as specified and directed.

Preparing WBM surface road by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc and applying evenly a tack coat with bituminous primer (paving bitumen) grade VG 30 @ 10 Kg per 10 Sqm and M &L for bitumenous premix Semi-Dense Asphaltic Concrete 40 mm thick consolidated thickness with 5.5% binder content by weight of total mix using paving bitumen of grade 30 (VG 30) ,rolled and compacted, mixed in mechnical hot mixed plant and premixed material laid with mechanical paver, finished including rolling to required gradient and camber with 8 to 10 ton power roller to required compaction complete all as specified and directed.

Note1 : Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b)SDAC shall be as per MORTH specification Note2: - (i) Laying shall be done by means of self-propelled mechanical paver, finishing with electronic sensor and hydraulic controls with suitable speed and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account.

M&L for premix bituminous macadam (consolidated to average thickness 75 mm or less) with 4% binder content of paving bitumen of grade (VG-30) by weight of total mix laid and rolled with 8-10 tonne power roller to required gradient and camber up to outer edges of roads on WBM surface complete all as specified and directed. NOTE : - (i) Cost of testing charges, materials and transportations etc for job mix formula shall be inclusive in the unit rate and no extra payment shall be admissible on this account. (ii) Mix shall be obtained from hot mix plant and spreading shall be done by using mechanical paver only. (iii) Any variation in binder content on minus side shall be adjusted @ of Rs 50.00 per kg of binder. No adjustment in price shall be made if the variation is on plus side

M&L Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level 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 to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.

Removing excavated material not exc 50m and depositing where directed at a level not exc 1.5m above the starting point in soil etc complete all as specified and directed.

S&F Supply and fixing 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 Epoxy adhesive and supported with 2 Nos 6mm MS Screw complete all as specified and directed . Make:- Birla 3M / Kataline or equivalent make as approved by GE.

S & F colour super quality solar Stud aluminium alloy and PC construction Solar powered by monocrystal solar panel type of battery one high capacity Ni-Cd rechargable battery view distance apprx 1000mts LED -O10mm, 3 pieces each side and total 6 pieces are used for high brightness of defferent colours ,back up 12 hrs of continuous lighting at night complete and specified as per manufacturers instructions . (Make- SUN EYEZ Road Safety Products /3M/ M/s Oscar road safety) (Note- Colour and design shall be approved by GE)

M & L for preparation of bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed.

S&F Retro reflective sign board out of ACP sheet of 4mm thick, back ground should be any colour and writing materials should be in white or any colours as approved including lettering of any size, colour and numbers as approved including welding or reveting with frame etc complete all as specified and directed.

M&L for providing and fixing stainless steel railing made of hollow tubes, channels, plates etc, including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts , any ornamental pieces etc of required size, on the top of floor or the side of waist slab with suitable arrangements complete all as specified and directed.

Excavation in trenches n. exc. 1.50 m wide and n. exc. 1.50 m deep for foundation of and getting out in hard dense soil etc complete all as specified and directed.

M & L for cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregates) in foundation filling and mass concrete complete all as specified and directed

Returning fillng in , including spreading , levelling , watering and well ramming in layers not exc 25cm complete all as specified and directed.

S & F 300 mm bore reinforced concrete drain pipes of class NP-2, laid in trenches and jointed and tested etc complete all as specified and directed.

M & L for Brick work with fly ash bricks with using Modular size Brick , straight or curved on plan exc 6m mean radius built in CM 1:4 including dismantling old brick works complete all as specified and specified.

M & L rendering 15mm thick on fair faces of brick work or concrete surface in CM 1:4 surface finished even and smooth without using extra cement complete al as specified and directed.

M&L for Preparation of new plastered surfaces of wall and applying two coats of white wash complete all as specified and as directed.

Narayandas Phoolchand Mishra Infrastructures Pvt. Ltd. (BID ID -3364959)

M/S Ashish Construction (BID ID -3380856)

J B CONSTRUCTION AND DEVLOPERS (BID ID -3381364)