ESTIMATE FOR CONSTRUCTION OF ESCAPE REGULATOR CUM VR BRIDGE OFF TAKE AT RD 203650/L OF JALANDHAR BRANCH OUTFALLING IN NASRALA CHOE

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with surplus excavated soil in ordinary soil mechanical means depth upto 3 metre.

Preparing, watering and ramming surface for laying concrete.

Cement concrete (M-10) with stone ballast mixing by mech. Means using concrete mixer volumetric type.

Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

Supply of boulder stones as per P.W.D. specifications weight of boulder stones 3.6 to 18 kg (should not exceed 10%) from mirthal quarry with lead 87 KM including loading,unloading and stacking complete in all respect.

Supply of boulder stones as per P.W.D. specifications (weight of boulder stone 18 to 40 kg should not be less than 90%

Filling stones or spalls into crates and hand packing

Weaving wire netting for wire crates including supply of M.S. Annealed wire 4mm dia confirming to I.S. specification with latest amendment if any binding sides and partitions to make crates of 15cmx15cm or 25cm x 7.5cm mesh size complete in all respect.

Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth.

Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical and bartering including attached pillasters buttresses etc). Complete in all respect.

Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification.

DISMANTLING OF CONCRETE ( CEMENT CONCRETE PLAIN 1:2:4)

Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes.

Cold twisted deformed bars fe 500 grade for RCC work where not included in the complete rate of RCC i/c bending binding and placing in position

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing

Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC/PSC Grade M-40 (a) For Solid slab super-structure including centering and shuttering (i) Height up to 5m

Furnishing and Placing Reinforced/Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC Grade M 30-For solid slab. (a) For Solid slab super-structureincluding centering and shuttering (i) Height up to 5m

Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges)

Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 Litre for 2 sqm.

Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmmm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .(b) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

Informatory sign board 600x600mm square as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. with retro reflective high intensity Microprismatic grade sheeting fixed over 3mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 .(c) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012

Road Delineator/Vertical Guide Post Delineator Providing and fixing of Standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification. The delineator shall be painted with only black color powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have grooves across the length to make the reflective sheets vandal-proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer.

Providing skin plate of Gates (8mm) of desired shape and size complete in all respect and to entire satisfaction of engineer in-charge.

Providing and fixing Structural Steel work complete in all respects and to entire satisfaction of Engineer-in-charge

Providing & Fixing MS Plate of various sizes complete in all respect and to entire satisfaction of engineer in-charge.

Steel casting as per I.S. specification & grade complete in all repects and to entire satisfaction of engineer-in-charge.

Providing & Fixing MS Pipe of various sizes complete in all respect and to entire satisfaction of engineer in-charge.

Providing chequred plate 8mm thick of desired shape and size complete in all respect and to entire satisfaction of engineer in-charge.

Providing & Fixing wheel assembly 200 dia 50mm wide complete in all respect and to entire satisfaction of engineer in-charge.

Drilling/Boring hole including rimming complete in all respects and to entire satisfaction of Engineer-in-charge

Providingof hollow bulb seal( Side Seal ) and fixing of position including prepration of the surface complete in all respect and entire satisfaction of engineer in charge

Providing and Fixing in Position of flat/wedge seal including preparion of surface complete in all respects and to entire satisfaction of Engineer-in-charge size 80x12mm.

Providing and Fixing MS Nut and Bolts of all Sizes and length required and to entire satisfaction of Engineer-in-charge.

Supply of Multipurpose synthetic Grease Complete in all respects and to entire satisfaction of engineer-in-charge.

Supply of Multigrade Mobile oil 10w-40 or 10w-50 Complete in all respects and to entire satisfaction of engineer-in-charge.

Providing High Speed Diesel

Applying priming coat with metal primer on new steel or iron work i/c preperation of surface.

Finishing with epoxy paint two or more coat at all locations prepared and applied as per manufacturer specifications complete.

Fillet Welding with high strength steel rods complete in all respects and to entire satisfaction of enginer incharge (i) 6 mm wide.

CI Housing Cover with worm & worm wheel assembly shaft ,Handle GM Bust with triple start threading inside for spindle complete including labour charges

Providing and Fixing MS Spindle of 2 Ton Capacity

Commissing and testing of gates at site complete in all respects and to entire satisfaction of enginer incharge

Providing and Fixing GI pipe of 1.5" dia complete in all respects and to entire satisfaction of Engineer-in-charge

Providing & Fixing J -anchor dia 16mm complete in all respect and to entire satisfaction of engineer in-charge.

BEARING

BEARING RETAINER

SLEEVE

GREESE NIPPLE

PACKING

Any Other Item

M/s KARAM SINGH PARMAR