Re-construction of V.R. Bridge at RD 46100 Barwala Branch from Village Makhand to Kakrod

Amount

Back filling of earth dressed with lead and lift with minimum lead 495 mtr. required for proper compaction of work HSR Item No. 6.2 (b), C (i),(ii), (iii) 6.3(i).

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements as per specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. HSR Item No. 28.50 (e).

Reinforced Cement Concrete M 30 grade approach slab and retaing wall including reinforcement and formwork complete as per drawing and technical specifications HSR Item No. 10.74, 810+450%=4455 A&C issued 25/10/19 Slip No. 30

Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1200 mm. HSR item No 21.04 - (b) @ Rs. 6433/- as per Mtr Pile 17 Nos

Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) HSR Item No. 21.3(III)(V)(b) @ Rs. 40000+400%=200000/Each Vertical load

Earth work in excavation with lead 60mtr 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 approved material HSR Item No. 6.2 (b), (c) (i) & 6.3 (i) & Note-II chapter No. 6

PCC M15 in Pile Cap - PCC Providing and laying of PCC M15 levelling course 100mm thick below the pile cap & cement content 240 Kg /Cum (Abutment 2 Nos) HSR Item No 10.64. 665+450%=3657.50 A&C issued /Slip No. 32 dated 11/11/19 Abutment-2Nos, Below approch slab & Foundation Retaining wall

Structural cement concrete for plain concrete / reinforced concrete for substructure at any level, complete as per drawing and technical specification. Desigh mix concrete upto 4 m height. R.C.C. M 35 grade, cement content 350 Kg/Cum HSR Item No. 10.75 A&C Slip No. 30 dated 25.10.2019. 823+450%=4526.50

Providing Steel R/F TMT Bar Fe500/EQR reinforcement at any level in foundation, substructure and superstructure complete as per drawings and Technical Specifications Qty of Item No. 18 cum @ Rs. 0.075 Ton/Cum HSR Item No. 18.22 @Rs. 927.05+500%=5562.3 /Qtl 5562.3x10=55623/M.T, A&C issued Slip No. 29, dated 25/10/19 (a) Foundation

Providing and Laying HYSD/TMT bar reinforcement at any level in foundation, substructure and superstructure complete as per drawings and Technical Specifications Qty of Item No. 18 cum @ Rs. 0.075 Ton/Cum HSR Item No. 18.22 @Rs. 927.05+500%=5562.3 /Qtl 5562.3x10=55623/M.T, A&C issued Slip No. 29, dated 25/10/19 (b) Sub -Structure

Providing and Laying HYSD/TMT bar reinforcement at any level in foundation, substructure and superstructure complete as per drawings and Technical Specifications Qty of Item No. 18 cum @ Rs. 0.075 Ton/Cum HSR Item No. 18.22 @Rs. 927.05+500%=5562.3 /Qtl 5562.3x10=55623/M.T, A&C issued Slip No. 29, dated 25/10/19 (c)super- Structure

Superstructure - High tensile steel / Mild Steel including Fabrication sturcture steel work HTS of Fe-490 griders or stanchion built up of plates, nuts, welding road etc. complete with sand blasting, one coat primer, two coats painting, trail assemble, hoisting and erection in position complete in all respet as per drawing and technical specification (N.S.)". (a) High Tensile Steel (HTS) Fe-490 confirming to IS 2062

Superstructure - High tensile steel / Mild Steel including Fabrication (b) Mild Steel (MS)

Superstructure - High tensile steel / Mild Steel including Fabrication (c) HSFG Bolt 22 Dia. (Bolts Conforming to IS 3757 Grade 10.95 ), (Nuts Conforming to IS 6623 Grade 10.95), (Washers Conforming to IS 6649 ) (Market Rate NS )

Superstructure - High tensile steel / Mild Steel including Fabrication (d) HSFG Bolt 20 Dia. (Bolts Conforming to IS 3757 Grade 10.95 ), (Nuts Conforming to IS 6623 Grade 10.95), (Washers Conforming to IS 6649 ) ( Market Rate NS)

Supplying fitting and fixing in position true to line and level, POT cum POT-PTFE bearing confirming to IRC : 83 (Part-III section IX) complete including all accessories as per drawing and technical specification (a) Fixed Bearings (POT Bearing) NS

Supplying fitting and fixing in position true to line and level, POT cum POT-PTFE bearing confirming to IRC : 83 (Part-III section IX) complete including all accessories as per drawing and technical specification (b) Guided Bearing (POT-PTFE ) NS

Providing and laying of strip seal expansion joint catering to maximum horizontal metre movement upto 70mm( complete as per approved drawings and standard specifications )to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. HSR Item No. 34.13 @ Rs. 8000+10%

Drainage spouts complete as per drawing and technical specifications N.S

Type - A, "W" : Metal Beam Crash Barrier metre Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel 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 by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete N.S

Providing weep holes in Brick masonry/Plain/ Reinforced concrete Nos. abutment, wing wall/ return wall with 100 mm dia AC pipe, xtending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications N.S

Earthwork in excavation duly dressed of foundation for structures with all lifts, as per drawing HSR Item No 6.2-(b) , c(i) & 6.3 -(i) @Rs. 586.60+2x22.65+45.90+425%=3558.45/%Cum or 35.58 Cum

Earth work in embankment duly dressed in new construction with soil minimum CBR of 8% obtained from borrow pit all lead and lift with minimum lead of 495 mtr. transporting to site, spreading grading to required slope and compacted to the required density to meet requirement of specification the finished road surface will be as per GAD approved by the engineer. In case the qty. of earth work calculated with NSL and finished level found to be less than 931 Cum. Then actual quantity (less than 931 Cum) will be paid. In case quantity worked out is more than 931 Cum, then only 931 Cum will be paid Excess quantity shall be incidental to work and nothing extra will be paid. Note: If soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC - SP-89-2010 as approved by SE-in-Charge and nothing extra shall be paid on this account and it will be incidental to work. No earth work will be allowed from PWD land. Hsr item No. 6.2(b) C(i)(ii)(iii), 6.3(i)

Providing and laying, 300mm thick in two layers (150mm each) open graded granular Sub Base consisting of 150mm thick (upper layer) filter / separation layer and balance thickness 150mm thick (Bottom layer) drainage layer mixing in a mechanical mix plant at OMC, carriage of mixed material to the site of work, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achive course desired density complete Note :- Only crushed stone material should be used no local sand / tibba sand shall be used. HSR Item No. 24.5 (b) + supply and carriage of material.

Providing and laying spreading and compacting 250 mm thick Wet Mix Macadam (WMM) course in layers as per Specifications including premixing with water to OMC in mechanical mix plant carriage to mixed material to site, laying in uniform layers with paver in sub base / base coarse on well prepared surface and compacting with power/vibratory roller to achieve the desired density for all leads and lifts complete in all respect. Note :- Only crushed stone material should be used no local sand / tibba sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). HSR Item No. 24.9 (b) + supply and carriage of material.

Providing and applying Primer Coat with bitumen emulsion medium setting @ minimum 6 Kg. per 10 sqm on new WMM surface and complete in all respects including cost of emulsion as per specification and revision Instruction issued by time to time regarding bitumen emulsion will be followed strictly HSR Item No. 24.28 (b) + supply and carriage of material.

Providing and laying Tack Coat with bitumen VG-10 by pressure distributor at the rate of minimum 3.00 Kg. per 10 sqm on the prepared bitumen / granular surface cleaned with mechanical broom including cost of bitumen as per specification HSR Item No. 24.27+ Supply and carriage of material.

Providing and laying 50mm thick compacted thickness of Bituminous Macadam (BM) in one layer by hot mix plant and paver finisher as per specification of road and bridge work using minimum 3.40 % bitumen grade VG-30 as binder content by weight of total mix. Complete in all respect i/c cost of bitumen, instruction issued time to time regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming specification in mandatory including cost of bitumen VG-30 grade. (NS). If bitumen required more than 3.40% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. HSR Item No. 24.32 (a) (b) + supply and carriage of material.

Providing, laying and rolling of open -graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen VG-10 of cut back to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitble plan, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level an grades. HSR Item No. 24.32 (a) (b) + Supply and Carriage of material.

Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonne/hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade as per specification (with bitumen VG-10) HSR Item No. 24.31 (b) + Supply and Carriage of material.

Dismentling of road including soiling and wearing coat, screening and tacking of old servicable material, complete in all respect . HSR Item No. 24.37

Shuttering for faces of concrete foundation and foundation beams HSR Item No 9.13 @ Rs 30.65 +400% =Rs 153.25

Centering and shuttering for faces of walls partitions, retaining walls, well steining, and the like (vertical, buttering) as per HSR Item No 9.5 @ Rs 54.85 + 400% =Rs 274.25

1st class brick masonry in cement sand mortar 1:3 in foundation and plinth, including supply of all materials i.e. bricks confirming to 1st class specifications, fine sand for F.M 1, Ordinary Portland Cement and water supply arrangement, curing and all required T & P items complete as per approved design/drawing and P.W.D specifications complete in all respect and as per directions of the Engineer in-charge as per HSR item No.11.5, 461.40+650%=3460.5 A&C issued Slip No.26 , dated 25/10/19

Dismenling reinforcement cement concrete with cleaning and straightening and cutting of bars if required HSR Item No. 8.6-(f) (Main Slab)

Dismentling of Brick work HSR Item No. 8.5-(b)

Credit for material available from dismantling Brick Bats @Rs. 540.80/Cum

Credit for material available from dismantling Old Steel @Rs. 3000/- Qtl

M/s Mohla Construction company

Baljeet Singh-The tibba dana sher co operative lc society