Construction of approaches of 4-Lane RUB on Delhi Ambala Kalka Railway line at LC No.139-A Km.262/17-263/1 on Pinjore-Kalka road in Panchkula Distt.

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 approved material as per clause 304 of MORT&H specifications (HSR 15.1.2.1) Depth 3m to 6m Note:- Cost of dewatering may be added where required up to 15 per cent of labour cost. Assessment for dewatering shall be done as per actual ground conditions.

Dismantling of flexible pavement by Mechanical (HSR 17.3) Bituminous Course

Scarifying the existing bituminous road surfaceto a depth of 50 mm and disposal of scarifiedmaterial with in all lifts and lead up to 1000metres, as per technical clause 202 of MORT&H specifications (HSR 17.4)

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsMORT&H clause 1600 (HSR 15.45)

Providing and applying 2 coats of water basedcement paint to unplastered concrete surfaceafter cleaning the surface of dirt, dust, oil,grease, efflorescence and applying paint @ of 1 litre for 2 sqm. (HSR 27.49)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. Note:- 1. A sealing primer may be applied inadvance on cement concrete pavement to ensure proper bonding. Any laitance and/orcuring compound to be removed where paintis required to be applied on concrete surface. 2.Cost of painter is already included in hire charges of road marking machine. (HSR 34.26)

Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 ofMORT&H 5th revision) mixing in a mechanicalmix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motorgrader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications (HSR 17.14.3)

Water Bound Macadam - II with Screening Type 'A' / Type B Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications (HSR 17.23.2)

Construction of dry lean cement concrete Subbaseover a prepared sub-grade with coarse andfine aggregate conforming to IS: 383, the size ofcoarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15: 1,aggregate gradation after blending to be as pertable 600-1, cement content not to be less than150 kg/ cum, optimum moisture content to be determined during trial length construction,concrete strength not to be less than 10 Mpa at7 days, mixed in a batching plant, transported tosite, laid with a paver with electronic sensor,compacting with 8-10 tonnes vibratory roller,finishing and curing, as per clause 601 ofMORT&H specifications Note:- Quantity provided for aggregate is forestimating purpose. Exact quantity shall be as per mix design. (HSR 17.44)

Construction of un-reinforced M-40 grade concrete pavement with dowel jointed, over a prepared sub base with 43 grade OPC cement concrete coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a fullycomputerised batching and mixing plant as per approved mix design, transported to site in transit mixer with a fixed form or slip form paver,spread, compacted and finished in a continuousoperation including provision of contraction, expansion, construction and longitudinal joints,joint filler, separation membrane, sealant primer joint sealant, debonding strip, dowel bar, tie rod,admixtures as approved, curing compound,finishing to lines and grades as per drawing,complete as per clause 602 of MORT&Hspecifications. (HSR 17.45)

Providing and fixing of standard Metal Delineatoras per IRC 79:2019 consisting of retro reflectivearea in white colour using Microprismatic retroreflective sheeting on each side conforming withIRC 67-2012 and meeting the coefficient of retroreflection values as per Class C table specification. The delineator shall be paintedwith only black colour powder coat of minimum40 microns thickness, on top of retro reflectivesheeting only in white colour shall be pasted onboth sides. The structure shall have height notless than 800 mm above ground, width not lessthan 100 mm and shall extend not more than 300 mm below ground while being installed. Thedelineator shall have grooves across the lengthto make the reflective sheet vandal proof. Thedelineator is meant for application on gaps inmedian, traffic islands, dangerous bends,roundabouts, narrow bridges etc or as desiredby site engineer. The product shall be providedwith 3 year outdoor warranty report tested inIndia condition as per IRC 67: 2012 requirement. In case of soft ground, a proper foundationmay be provided as per approved design. Incase foundation is required to be provided,the items of excavation and foundationconcrete are required to be measured andpaid separately. (HSR 34.37)

Moulded Shank Road Stud Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values @ ASTM E 809 & ASTM D 4280. The detailed specifications and the product shall conform to ASTM D4280 and ASTM E 809. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. Two cylinderical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be moulded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl Methacrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications. (HSR 34.34)

Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. workmanually/ by mechanical means and stacking of useful materialsnear the site and disposal of unserviceable materials within 50metres lead as per direction of Engineer-in-charge. (HSR 5.59)

Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. (HSR 5.25)

Excavation for roadway in ordinary rock with hydraulic excavator including cutting and loading in tippers, transporting to embankment site within all lifts and lead up to 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections (HSR 17.10.2)

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut ear1ier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause201 of MORT&H specifications. (HSR 17.2.3)

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Baseincluding clearing of road surface and sprayingprimer at the rate of 0.85 kg/sqm usingmechanical means as per technical clause 503 of MORT&H specifications (HSR 17.25)

Dense Graded Bituminous Macadam 80 mm to 100 mm thickness (Grading I) Providing and laying 80mm -100 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.0% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications (HSR 17.30.1)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications (HSR 17.26.1)

Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG -30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications (HSR 17.31.2)

Mandatory sign board 900 mm circular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skinthicknes of 0.4 to 0.5 mm on both sided andfixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frameof 25x25x3mm angle iron supported on a squarehollow steel section post 60x60x3.2mmconforming to IS 4923 without cost of definition plate firmly fixed to ground in foundationconcrete M-25 of size 0.45x0.45x0.75m forvertical post complete as per clause 801 ofMORT&H specifications. Supplier shall providea warranty as per clause 6.9 of IRC 67-2012 forretro reflective sheeting & a certified copy of testreports from an independent testlaboratoryincluding three year outdoor weathering testreport for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 (HSR 34.6.1)

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORT&H Specifications. (HSR 15.8.1) PCC Grade M15 Note:- Needle Vibrator is an item of minor T & P which is already included in overhead charges. Hence not added in rate analysis of cement concrete works.

Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). (HSR 10.30.4)

Providing and Laying 600 mm dia Reinforced Cement Concrete Pipe NP3 / NP-4P /prestressed Concrete Pipe on First Class Bedding in Single Row Providing and Laying Reinforced cement concrete pipe NP3 /NP-4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1 :2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets 1000 mm dia, as per clause 2900 of MORT&H specifications (HSR 17.61.1)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required (HSR 13.29.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. (HSR 13.42.3) GI Pipe

PlainlReinforced cement concrete in sub- structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 & 2200 RCC Grade M35 a) Height up to 5m (HSR 27.12.1.1) I) Using concrete Mixer

PlainlReinforced cement concrete in sub- structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 & 2200 RCC Grade M35 a) Height 5m to 10 m (HSR 27.12.2.1) I) Using concrete Mixer

Providing and laying damp-proof course with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) (HSR 6.8.1)

PlainlReinforced cement concrete in sub- structure complete as per drawing and MORT&H MoRT&H Specifications 1500,1700 & 2200 RCC Grade M25 a) Height up to 5m I) Using concrete Mixer (HSR 27.10.1)

Credit of Old Material Recovery Items: Bidders have to quote rates for recovery items at least or more than reserve price. The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Note: - The reserve amount is minimum amount to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price as under:- The quantities are as under:- i) GSB @ Rs. 1181.60/-P.Cum Note:- All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reservce price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser than reserve price.

Supplying, laying, jointing of 300mm i/d medium class, Mild steel pipe of 8mm thick including flanges of 16mm thick with Rubber sheet including 16 No. holes and 5/8” x1/2” nut bolts, welding of MS pipe in 3 layers including 2mm thick pipe corrosion resistant tape to IS 10221 including cost of Bitumen priming coat on MS pipe complete in all respects as per specification and satisfaction of Engineer-in-Charge (NS)

Supplying, laying, jointing & cutting of Ductile iron pipe K7 of 100mm dia in the trenches including excavation same and cost of specials complete in all respect (NS)

Supplying, laying, jointing & cutting of ISI marked 300mm salt glazed store ware pipe with Spigot & socket joints as per IS-651/2007 Grade as per specification (with upto date amendments) in standard including excavation complete (NS)

Note:-1. Item for which no rate or price has been entered in will not be paid for by the employer when executed and shall be deemed covered by the other rates and prices in the bill of quantities (Refer : GCC Clause 43.3(a)). 2. Unit rates and prices shall be quoted by the bidder in Indian rupee [ITB clause 14.1]. 3. Deleted 4. Deleted

I.P. Consultant

M/s Phool Chand & Sons