Construction and Upgradation of Bharath Keshwan road upto Ingwan Gali by way of earthwork, walling, cross drainages, pavement, GSB 200mm, WBM G - I (100 mm thick), WBM G - II (75 mm thick), crash barriers, Bituminous Macadam 50 mm thick and Semi dens

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) over areas (Exceeding 30cm in depth, 1.5mtr in width as well as 10sqm on plan) including disposal of excavated earth, disposed earth to be levelled and neatly dressed: (including all leads, lifts and carriages) what so ever

All Kinds of soil.

Ordinary Rock.

Hard Rock

Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches, drains, pipes and cables etc. (not exceeding 1.5mtr in width or 1Osqm on plan) including dressing of sides and ramming of bottoms, including getting out excavated soil and disposal of surplus soil as directed, (including all leads, lifts and carriages) what so ever.

All Kinds of soil.

Ordinary Rock.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size) Nallah (including all leads, lifts and carriages)

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) (Crushed) (including all leads, lifts and carriages)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth level. 1:3:6 ( 1 Cement :3 Coarse sand 6 graded stone aggregate 20mm nominal size) Crushed. With 20% plums.(Nallah) (including all leads, lifts and carriages)

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement-All work upto plinth level. 1.1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) (including all leads, lifts and carriages)

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and sturts, etc. upto floor five level excluding cost of centring, shuttering, fmishing and reinforcement.1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size) (Crushed) (including all leads, lifts and carriages)

Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and position and binding all complete. Thermo- Mechanically Treated bars. (including all leads, lifts and carriages)

Centring and shuttermg including strutting, propping etc and removal of form for· (including all leads, lifts and carriages)

Foundations: footings, bases of columns etc. for mass concrete.

walls (any thickness) including attached pilasters, buttresses, plinth and srting courses etc

Suspended floors, roofs, landings, balconies and access platform.

Random Rubble masonry with hard stone from nallah in foundation and plinth including leveling up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at plinth level with cement mortar 1:6( 1 cement : 6 coarse sand). excluding cost of stones (using service available stones from Earth work cutting)

Dry random rubble masonry with hard stone in foundation and plinth: Using nallah stone without bond stones (using service available stones from Earth work cutting)

Hand Packed stone filling (Nallah) on Horizontal excluding cost of stones using available stone. (using service available stones from Earth work cutting)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. Layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering lead upto 50 m and lift upto 1.5 m.

Hand-packing stones in wire- crates, including cost of crates and stones. (including all leads, lifts and carriages)

Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size) Crushed (including all leads, lifts and carriages)

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. 1000 mm dia. R.C.C. pipe (including all leads, lifts and carriages)

Construction of granular sub-base by providing close " graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-l (size range 75 mm to 0.075 mm) having CBR Value-30 (including all leads, lifts and carriages)

Providing and laying Water Bound Macadam with specified stone aggregate stone screening, and binding material including sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity complete excluding cost and carriage of material base coarse with 90-45 mm size(Nallah) and excluding cost of stone screeing 13.20 mm Size (Crushed) & crusher dust (including all leads, lifts and carriages)

Providing and laying Water Bound Macadam with specified stone aggregate stone screening, and binding material including sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity complete including cost and carriage of material base coarse with 63-45 mm size (Nallah) and stone screeing 11.20 mm Size.(Crushed) (including all leads, lifts and carriages)

Providing and laying Premix Bituminous Macadam Base course with stone aggregate of quality size and grading of specified in CPWD specification, (Bitumen to be used shall be conforming to BIS code No:-IS 73: 2013 only) @ 4% by way and total mix including hot mixing of stone aggregate and Bitumen in hot mixed plant, transporting mixed material and laying mixed with paver finisher to the required level and grade rolling with road roller of 8 to 10 tonne capicity to achieve the required compaction and denisty 50 mm compacted thickness quarry including cost of tar. (including all leads, lifts and carriages)

Providing and laying of 25 mm thick semi dense Bituminous concrete on surface with specfied grades stone aggregate for wearing course including loading of aggregate with FE loader and hot mixing of bitumen with filler and stone aggregate in hot mix plant transporting the mixed material by tipper to paver and laying the mixed material with mechanical paver finisher to the required level and grade rolling with power Road roller to adhere the desired density and compaction including cost of priming / tack coat filling patches/ pot holes, profile correction on the specified stretch with BUSG/ wet mix macadam/ Bitumen macacadam, dressing of berms including cutting/ filling with RBM upto 1 m width on both sides of the road surface (Bitumen to be used shall be conforming to BIS code No:- IS 73 : 2013 Only (Rate to be quoted per sqm for finished item including cost of bitumen and filler). (including all leads, lifts and carriages)

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugted sheet metal beam rail, 70 cm above road/ ground level, fixed on ISMC series channed vertical post, 150 x 75 x 5 mm spaced 2 m centre-to-centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised y hot dip process, all fittings to comform to IS. 1367 and IS: 1364, metal beam rail to be fixed on the vertical post with a spacer fof channel section 150 x 75 x 5 mm, 330 mm long complete as per Clause 810. Unit = Running metre Taking output = 4.5 metre length. (including all leads, lifts and carriages)

Manufacturing supplying and fixing retro reflective sign boards maae up or :lmm ihick aluminium sheet, face to be fully covered with high intensi1y encapsulated type heat activated retro reflective sheeting conforming to type-IV ot AS n~~1-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bilingual), symbols and borders etc. as per IRC: 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets@ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures, mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 1 00x1 00x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge. Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm. (including all leads, lifts and carriages)

Fixed Classifaction of Earth work cutting. Km 4th RD (200-275) AKS 30%,Ordinary Rock 20%, Hard Rock 50%.Km 4th RD (275-750) AKS 50%,Ordinary Rock 30% Hard Rock 20%. Km 4th RD (750-875) AKS 20%, Ordinary Rock 10%, Hard Rock 70%. Km 4th RD (875-925) AKS 30%, Ordinary Rock 30%, Hard Rock 40%. Km 4th RD (925-1000) AKS 50%, Ordinary Rock 20%, Hard Rock 30%. Km 5th RD (0-1000) AKS 60%, Ordinary Rock 25%, Hard Rock 15%. Km 6th RD (0-1000) AKS 70%,Ordinary Rock 20%, Hard Rock 10%. Km 7th RD (0-1000) AKS 70%, Ordinary Rock 20%, Hard Rock 10%. Km 8th RD (0-550) AKS 75%, Ordinary Rock 15%, Hard Rock 10%. Km 8th RD (550-1000) AKS 65% Ordinary Rock 20%, Hard Rock 15%. Km 9th RD (0-500) AKS 75%, Ordinary Rock 15%, Hard Rock 10%. Km 9th RD (500-1000) AKS 70%, Ordinary Rock 20%, Hard Rock 10%. Km 10th RD (0-1000) AKS 70%,Ordinary Rock 20%, Hard Rock 10%. Km 11th RD (0-760) AKS 75%, Ordinary Rock 15%,Hard Rock 10%. Km 11th RD (760-1000) AKS 60% Ordinary Rock 25%, Hard Rock 15%.Km 12th RD (0-675) AKS 70%,Ordinary Rock 20%, Hard Rock 10%. Km 12th RD (675-1000) AKS 50% ,Ordinary Rock 30%, Hard Rock 20%. Km 13th RD (0-1000) AKS 65%, Ordinary Rock 25%, Hard Rock 15%. Km 14th RD (0-1000) AKS 55%, Ordinary Rock 25%, Hard Rock 20%. Km 15th RD (0-550) AKS 60%, Ordinary Rock 25%, Hard Rock 15%. Note: - The location chart for walling and X-Drainages, crash barriers etc shall be descretion of egineer incharge and no deviation of location shall be allowed at all.

M/S GHULAM QADIR NATNOO