Reconstruction of V.R. Bridge at RD 36078 of Kaithal Drain

Amount

Earth work excavation in ordinary soil exclusive of compensation of earth, undressed lead 30 meter (as per HSR item no. 6.2(b) @ 586.60+2*22.65+425%=3317.475

Rehandling of recently deposited earth work(for back filling of drain) note II HSR chapter No. 6.2 (b) 586.60*80/100+425%=2463.72

Earth work excavation in ordinary soil exclusive of compensation of earth duly dressed all lead and lift withminimum lead of 495 mtr. including breaking of clods.HSR item No. 6.2 (b)+C I+II+III (586.60+6x15+32x13.25+26x12+45.90)+425%

Earth work excavation in ordingary soil exclusive of compensation of earth. Earth work duly dressed with a combined lead upto 60 mtr. Including breaking clods. Dressing of Earthwork new work or remodeling work HSR Item 6.2 (b) c (i) + 6.3 (1) (586.60+6 x 2265 + 45.90) + 425% = 4034.10

extra for laying earth as per specifications for compaction in 25 cm layers and dressing,watering the earth,laid in 25 cm layers, as per specifications for compaction when the water is arranged on cost, at the source of water including lead upto 1 Km & rolling to specifications with road roller/ sheep foot roller and tractor or any other like machinery under suitable moisture contents with desired field density not less than 25 % maximum dry density (ordinary proctor test))(as per HSR item no. 6.2g (i),(ii)+6.3(i) &6.2 g (v) @ Rs (68.10 + 75-45.90 +425% ) + 225+135%= 1039.05

Centring and shuttering with steel shuttering for faces of walls, partitions, retaining walls,well steining and the like (vertical or battering)including attached pilasters etc. & with steel shuttering (as per HSR item no.9.5@ Rs 54.85+(19.65 x 45/100) +400%= 318.4625)

Shuttering for faces of concrete with steel shuttering foundations and foundation beams (vertical or battering) etc.(as per HSR item no.9.13@ Rs 30.65+(6.95x 45/100) +400%= 168.8875)

Centring and shuttering for slab exceeding 3 metres with steel shuttering but up to 6 metres span.& with steel shuttering (as per HSR item no.9.18 @ Rs 52.20+(18 x 45/100)400%= 301.50)

Providing and laying Design mix cement concrete of grade M-15 with minimum cement contents 240 Kg./cum in foundation and plinth (as per HSR item no.10.64@ Rs 665.00+450%=3657.50)

Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended providing and laying design mix M-35 proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plinth. Slip No. 30 A&C issued on 25/10/2019 (Note: Cement content considered in this item is @350 Kg/cum.).(817+450%=4493.50) HSR item No. 10.68

Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in first storey upto 4 meters above plinth level Slip No. 30 A&C issued on 25/10/2019. (Note: Cement content considered in this item is @ 350 Kg/Cum) (823+450%=4526.50) (as per HSR item no.10.75

First class brick laid in cement sand mortar 1:4 in foundation and plinth. Slip No. 26 A&C issued on 25/10/2019 @ 424.60+650% = 3184.50 HSR item No. 11.4

Steel reinforcement TMT bars FE-500 EQR/FE-500D grade or more for RCC work, where no included in the complete rate of RCC including straightening bending, binding wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depths/storeys/basements etc. Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. HSR item No. 18.22 and A & C SLIP No. 29 dated 25/10/2019

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces.(as per HSR item no.16.25 @ Rs 4.15+230%= 13.695)

Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls.(as per HSR item no.16.26 @ Rs 13.45+230%= 44.385)

Providing & fixing PVC rain Water pipe 6 kg of ISI Mark in cement mortar during masonry work .100 MM dai PVC pipe 6 kg presure ( as per HSR item no 13.89 @ 182.00+20%=218.40

provding and fixing fully retro reflective high intensity grade equilateral triangle CAUTIONARY BOARDS of size 900x 900x 900 mm (NS-1)

Providing & fixing retro-reflective light bollards 1500mm high as per site requirements, using non-metallic micro-prismatic retro-reflective sheet confirming to IRC :67-2012 type IV, HIP specification fixed on 3mm thick aluminum composite material sheet as base board with pressure sensitive adhesive having 0.5mm thick Aluminum on both sides having circular board of size 500mm dia, sheeting of red back ground and white arrow. The order board will be of size 600mm x 400mm made up of high intensity retro-reflective sheeting fixed over aluminum composite panel sheet 3mm thick both of the boards fixed on 75mm dia 16 gauge M.S. pipe duly painted complete in al respect. (NS-2)

Analysis of rate for Pavement marker (Cat Eyes) Molded shank raised pavement markers made of polycarbonate and ABS molded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORT&H Circular No. RW/NH/33023/10-97-DO III dt. 11-06-1997. The Height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sqcm on each side and the slope of the base shall be 35 ± 5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 ± 2mm and height not less than 30 ± 2mm) from the body is to be a minimum value of 500 kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer (of reputed make such as 3 M etc.) (NS-3)

The Median Marker shall be made of tough, high impact resistant, injection-molded thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10 cm and 10cm respectively and thickness not less than 1.8mm. The plastic used for molding the Median Marker shall have a minimum lzod impact strength value of 60 kg-f when tested in accordance with ASTM D256. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm * 8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements and meets ASTM D4956 type IX specifications. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges that prevent edge protected with no exposed edges that prevent edge lifting, vandalism, sheeting damage etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting (NS-4)

Provding Lowering, Cutting Jointing and testing RCC pipe class NP3as per IS-458-2003 which spiogot & socketted joints manfactured with ISI 12330 with rubber ringd ISI market antiternmite as required as site into ttrenches for all depth and laying out the same to correct alighnment gridents and level inclunding dressing and trimming and cutting of concrete beds and sides of trenches if required jointing with rubber rings in trench if requried jointing with rubber rings in trenches and jointing with 1:1.5 cement conrete sand mortar and finishing the joints at an angles of 45 degree with face of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in H.S.R item no 29.38, 29.44, 29.45 & 29.46, inclunding cartage loading and unloading complete in all respect the internal dia is 1200 mm (as per HSR item no.29.96 @ Rs. 3922+0% = 3922

Removing OF NP3 Pipe (900) mm (as per HSR item no.8.35 (c) @ Rs 11.75+550%= 76.375)

Dry Brick-on-edge Paving sand Grounted over 50 thick earth and Mud Plaster as per HSR item no.14.20 @ Rs 38.70+600%= 270.9)

Dismantling of concreate reinforced cement concrete with cleaning and straightening and cutting of bars if required HSR Item No. 8.6 (e) 108.05+550% = 702.32

Dismantling Brick Work in cement@ Rs 35.60+550%= 231.40)

credit of dismantling of steel scrap

Credit of Brick Edges(240*0.1111=26.66 cum)

Credit of np3 pipe (80% rate )as per items no 22

Fine sand clean and screened within 30 metres excluding washing but including royality where removed of over burden of soil to any depth in necessary including loading & unloading (as per HSR item no.3.7 @ Rs 21 + (4.1+5.2(3+.875+62.5+450%)365.06 total=386.06

Coarse aggregate for concrete on stone including loading & unloading HSR item no.3.11 (iii) @ Rs 70+(3+.875+69.5+450%) 365.06 total=473.56

Analysis of rate for Providing & fixing weep holes in brick masonry/ plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specifications as per clause No. 2706 of MORTH specifications for road and bridge works (fifth revision 2013). (NS Item)

supply and carriage stone boulders of requisite size from 600 mm approved source to site of work (NS Item)

supply and carriage of spall of requisite size from150 mm approved source to site of work (NS Item)

M.S wire crates i/c binding and portion to make crates 8'x4'x4' with 15 cm x15 cm mash (NS Item)

filling stones into crates duly hand packed @ 15.35 +450%=84.42 (NS Item)

laying stone pitching on guide bank on protection work (NS Item)

laying spall on side slope behind stone pitching (NS Item)

laying stone pitching on horizontal portion (NS Item)

M/S Navdeep Singh and Co.

Krishna Construction Co