PROVN OF ROAD IN QM OFFICE AREA OF 2TTR 1STC, WIDENING OF APPROACH ROAD AT ADHIKARI ENCLAVE AND SHIFTING OF SIDE GATE OF VINAY RAO CHAUHAN ENCLAVE AND PROVN OF ROAD FURNITURE UNDER AGE B/R-I OF GE (WEST) JABALPUR

Amount

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in any type of soil.

Excavation over areas not exceeding 1.5 M deep and getting out in any type of soil complete all as specified.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point

Rolling and consolidating formation surfaces in cutting with 8 to 10 tonne power roller including watering as required filling in below and depressions which occure during the process of rolling etc all complete.

Supply and laying Moorum/red bajri, filling in floors or pavings, laid in layers n exc 15cm thickness spread, levelled and rammed including watering.

M & L for 150 mm thick (spread thickness) Soling with brocken stone boulders or quarried stone(Granite/ Trap/Basalt) interstices filled, surface formed and rolled and consolidated to required gradient and camber rolling 8-10 tonne power roller complete all as specified.

M & L for 150 mm thick ( in two layers of 7.5 cm thick) (Compacted thickness) WBM, with Granite trap or basalt coarsed stone aggregate of grading 2 (63 to 40 mm size) , spread rolled and consolidated to gradient and camber camber required.

Preparing Unsurfaced water bound macadam surfaces 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.

Applying evenly a priming/ tack coat with cut back bituminous primer VG 10 at 10 kg per 10 Sqm.

M& L for Bituminous premix Semi dense Asphaltic concrete 40 mm average consolidated thickness with minimum 5.5% binder(Paving bitumen VG 30 )content by weight of total mix, rolled & compacted to required comber & gradient complete.

NOTE FOR SDAC

(i) SDAC to be carried after 90 days after completing WBM (ii) Irrespective of whatever is specified in tender documents specification for Road & bridge section 511 except 511.8 of MOST specification will be followed. (iii) Bitumen used VG - 30 grade (IS 73 : 2006 III Rev). The bitumen content to be incorporated in the work shall be as per Job mix formula. The minimum bitumen used in the work is 5.5% of total wt of mix. No extra payment shall be made to contractor if bitumen required in design mix is more than minimum specified. (iv) Cement (OPC)/Lime as approved by Engineer-in-charge will be used as filler materials.

(v) A job mix formula for semi dense asphaltic concrete using materials satisfying the requirement mentioned in particular specification shall be worked out by the contractor and got tested from CTL Lucknow/Govt Engineering college/Govt approved Lab as approved by GE to satisfying the criteria laid down in para 511 of MOST specification without any extra cost to Govt. The Job mix formula alongwith testing report shall be submitted to GE by the contractor for approval. The Job mix formula shall be approved by the GE. The cost of Design mix charges shall be deemed to be included in the quoted rates.

(vi) All aggregate, grits and sand shall be screened and washed and free from silt. (vii) The unit rate shall include cost of extra filling materials of bituminous carpet required for making good undulation on the existing road. No extra payment shall be made on this account

(viii) Material for premixed bituminous carpet shall be mixed in hot mix plant and shall be transported from plant to site and laid by means of mechanical paver as specified. (ix) Bitumen Extraction Test as per IS, shall be conducted on site. (x) Necessary speed breaker will be provided as per user requirements.

Preparation of road surfaces and applying thermoplastic reflective paint in marking of minimum 1.5 to 2mm thick single coat as in center line and edge line road marking of 150/100mm width using 'HOT MARK' thermoplastic modern propelled road marking machine as directed including all ingredients such as blinder, glass beads Titanium dioxiide calcium carbonate inter fillers thermoplastic requirment for glass beads shall be the table No 800.4 of MOT specification including spraying of glass beads etc all as per manufacture instructions and as directed.

Supply & Fix 100% water proof solar delineator (as per IRC 79-1981) Metal tubular delineator made out of 50 mm dia MS pipe, 1.6 mm thick of length 900mm from GL duly stove enameled painted with three prismatic grade retro reflective sheet bands of red/white colour. Total height of bands shall not be less than 150 mm. The reflective bands shall be protected with a cage of MS welded zinc plated 12 gauge wire mesh (Make Cat Part No VT-125 of AUZ enterprises or equivalent in, Disha Steel Fab, Pioneer Plastic, Vinay Enterprises as approved by GE)

S&F Aluminium cat eye 100x100x20mm with 3 diamond grade reflector on both sides fixing with in built aluminium shank( nail free) of unison brand complete all as specified as per IRC recommendations

S&F stone kerb of machine pressed coloured glossy finish (including two coats of epoxy paint) precast cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate, block of size 300x300x100 mm thick finished at top bullnosed shape and finished surface even and smooth using coloured pigment and jointed in CM (1:6) struck finished as directed laid with depth of block vertically. (Make Rajesh Tile, Balaji, Mehtab & M/S Bajrang Industries)

M&L for Premixed bituminous, macadam laid/rolled and compacted to required gradient and camber with using 20mm graded stone aggregate and paving bitumen @ 4% by the weight of total mix (consolidated thickness 75mm thick or less or as required) complete all as specified and directed.

Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone-work and precast con-crete articles

M&L for Brickwork with subclass 'B' brick ,straight or curved on plan exc 6 m mean radius ,built in CM (1:4).

Dismantling Jafri Jali , any type and size of any description

Demolition of cement concrete and paver block un reinforced in ground floor and paving exc 15cm thick (below or above ground level) complete all as specified.

M&L for PCC (1:5:10) type E-2 using 40mm graded stone aggregate as in foundation & mass concrete etc all complete

M&L for RCC 1:2:4 using 20mm graded stone aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete.

M&L for RCC 1:2:4 using 20mm graded stone aggregate as in Columns, pillars, piers, posts and struts.

Use and waste of formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter as rough finished surface etc all complete.

Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions as rough finished surface etc all complete.

S&F TMT HYSD reinforcement bars 10mm over dia including all cutting bending binding cranking placing & binding with MS wire (annealed) not less than 0.90mm dia etc all complete

S&F TMT HYSD reinforcement bars 5mm dia and over upto and incl 10mm dia as in stirrups, spacers and binders etc all complete

M&L for 15mm rendering thick on brick work or concrete surface in CM 1:6 finished fair& even surface even and smooth without using extra cement.

M&L for applying one coat of syntetic enamel paint over old steel surface of any description over 10cm in width or grith not otherwise described incl preparation of old surfaces complete.

Demolition of reinforced cement concrete columns and footing etc complete all as specified and directed.

M&L for prepration of newly plastered surfaces of walls & apply two coats of cement base paint over a coat of primer complete etc all as specified & directed.

Fixing only framed work such as grills, gratings etc with ends of bars shouldered and or reiverted or forged into spikes, framed guard bars and similar work conferming to Fe- 290-0 Gde-E-165

S&F Traffic convex mirror of size 800mm dia unbreakable having clear and definite mirror image with upper case collar provided with suitable clamps & nut bolts. The complete set shall be fixed on MS pipe 65mm NB 2.0 meter long duly powder coated/painted white/blue colour etc complete all as specified and directed. Make : Green Lite/Dark Eye/Sun Lite or equivalent as approved by GE

S&F ABS Plastic speed breakers DA - 1006 of size 750x75x250mm per piece (with two reflectors 70mmx23mm on each piece) complete all as specified and directed. Make : Green Lite/Dark Eye/Sun Lite or equivalent as approved by GE

S & F 80 mm dia x ht 750 to 1000 mm Rigid retro reflective delinator base dia 150 to 200 durable ,best qaulity two alternate colours of delinator with of reflctive upto 150 mm wide specification conforming from IRC 79 during fixing existing suface making good or including all fixing delinator excavation ,demolish concrete proper fixed with concrete completed etc all as speicified as directed Note :- Shape may be change as directed by GE like Circular /Rectangular dimension dia=wide,Height are same mentioned above.

S&F Traffic Blinker LED Ty (300mm cat pat No SE 908 Steel powder coated of Make : suneye

S&F, retro reflective cats eye fixed with zinc plated nails and adhesive of make - ENISS, fixed to centre line of road all as per manufacturer instruction and as directed by Engr-in-Charge complete.

S&F Solar stud fixed with zinc plated nails and adhesive as per sample.

S&F Solar delinator made of polycaronate and alloy body height 145 diameter 80mm comprises of 4 super bright LEDs which give 360 degree viewing. Solar panel 205V, 120mA (Approx 1.25 V rechargeble battery 1 Nos. Delinator also has high intensity retro relective band of 1" width for extra visibilty. Battery works for 3-4 nights after full batttery charge the delinator is mounted on steel pipe with and anti-theft wire mesh fixed over it for extra protection both the pipe and the wire are duly power coated & embedded in PCC 1:2:4 (0.3X0.3X0.3m block) complete all as specified and directed. Make : Green Lite/Dark Eye/Sun Lite/3M or equivalent as approved by GE

Supply & fixing frame work for sign board made with 50 mm/40mm stainless steel (202) pipe including cutting & welding etc all completed as directed by Engineer in charge.

Supply & fixing of aluminium composite panel 4mm thick (PVC 3.5mm thick and aluminium layer 0.25 mm thick each side) with proper reveted/bolted in stainless steel frame work for sign board etc all as specified and directed by Engineer in Charge

Supply and fixing of retro reflective sheet (company - 3M or equivalent) 1.25mm thick in ACP sheet.

Fixing of sign board at site (including excavation, fixing and concreting) size - 0.3m x0.3m x 0.45m etc all completed

Supply and fixing writing retro reflective letters of 10 cm height in capital letters fonts, including comma, dash arrows etc with line width of each letter of 1 cm and 1.25 mm thick of retro reflective sheet (Company - 3M or equivalent) fixed on retro reflective sheet with including provision of suitable fixing arrangements complete all as directed by Engineer-in-Charge.

a k builders

M/S CENTRAL REFRIGERATION AND ELECTRICALS