Remodeling/Reconstruction of bridge at Head Regulator RD 0 Bhakra Main Branch (Baliyala Head)

Amount

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) & 6.3 (i) & Note-II chapter No. 6

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).

Design Mix Cement Concrete of grade M-15 with minimum cement content 240kg/cum in foundation and plinth (HSR item No. 10.64).

Design Mix Cement Concrete of grade M-25 with minimum cement content 330kg/cum in foundation and plinth.HSR Item No.10.66

Design Mix Cement Concrete M-30 with minmum cement contant 340Kg/Cum in first storey upto 4 mtr. Above plinth level for aproach slab and wearing coat HSR Item No.10.74

Bored cast-in-situ M-35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specification and removal of excavated earth with all lifts and lead upto 1200 mm. HSR item No.21.04-(b)

Pile Load Test on single Vertical Pile in accordance with IS:2911 (Part -IV) HSR Item No. 21.3(III) (V)(b)

Design Mix cement concrete grade M-35 with minimum cement content 350Kg/Cum in first storey above 4mtr. Above plinth level HSR Item No.10.75.

Design Mix cement concrete grade M-40 with minimum cement content 360Kg/Cum in first storey above 4mtr. Above plinth level HSR Item No.10.76.

Providing and Laying TMT bar reinforcement at any level in foundation, Substructure and superstructure complete as per drawings and Technical Specification HSR Item No.18.22

Superstructure-High tensile steel/Mild Steel including Fabrication - Structural steel work HTS of Fe490 girders or stanchionc buit up of piates or joints or channel or angle section weided inculding cutting and fixing all gusset plates, bolts, nuts, welding rods etc, complete with painting,trail assembly ,hosting and erecting in position.

Supplying fitting and placing mild steel complete in sub-sturcture as per drawing and Technical specification.

Structural steel work in agnles,fees and flats welded, including cutting, fixing all gusset, plates, bolts, nuts, welding,rod etc. HSR item No.18.7

HSFG Bolt 22 Dia,(Bolts Confirming to IS 3757 Grade 10.95). (Nuts Conforing to IS 6623 Grade 10.95),(Washers Conforming to IS 6649) (NS)

HSFG Bolt 20 Dia ,(Bolts Confirming to IS 3757 Grade 10.95). (Nuts Conforing to IS 6623 Grade 10.95), (Washers Conforming to IS 6649) (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 Fixed Bearing (Pot Bearing)(NS).

Drainage spouts complete as per drawing and technical specifications(NS)

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 2m center to centre, 1.8 m high,1.1 m below ground/road level, all steel parts an 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 150x75x5mm, 330mm long complete (NS)

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 specification

Earthwork in excavation duly dressed with 30mtr. of foundation for structures with all lifts, as per drawing HSR Item No 6.2-(b) , c(i) & 6.3 -(i)

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 1 Km 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 earthwork calculated with NSL and finished level found to be less then 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 willdo 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. 5.2(b),4.1(a),6.2(g)(i)(iii)(v).

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 complete with vibratory power roller tto 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 surfac and compacting with power/vibratory roller to achieve the desired density for all leads and lifts complete in all respect. Nore:- 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

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, will be followed strictly,The useof self propelled mechanical paver fitted with electonic sensor device conforming specification in mandatory including cost of bitumen VG-30grade(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 (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 requied level an grades. HSR Iten 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. 24.32 (b)

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

Dismenling reiinforcement cement concrete with cleaning and straightening and cutting of bars if requied HSR Item No.8.6(e)

Centering and shutering for faces of walls, partition, retaing walls, well staining and the like(vertical or battering) including attached pilasters, buttesses etc. HSR item No.9.5

Installation of belly Bridge

Mobilization of equipment for boring piles,piles boring assembly to site HSR item no.21.36(i)

Extra for bantonite slury to used under water condition of the cost of pile as per HSR item NO.21.1(VII)

Painting two coats in all shades on new steel or iron work including preming coat HSR Item No.16.7 &16.9

Painting lines, dashes, arrows etc on roads air fields with road mark paint HSR Item no.16.78(a)

providing and fixing hand rail over the crash barrier, kerb consisting of MS plate, embedded fastener& nut, MS vertical plate and pipe etc. All the railing components to be hot drip galvanised with 2mc coating at least 175/sqm(NS)

Providing and laying 80mm thick interlocking paver blocks of all shapes and coloures in design mix cement M-35 over a bed of 30mm thick fine sand complete in all respect. HSR Item no10.159

First class brick work laid in cement sand mortar 1:4 in foundation and plinth HSR Item No.11.4

Credit Steel Scrap

Baljeet Singh-The tibba dana sher co operative lc society