B.T. renewal and repair of road from Gate No.1 to Gate No.2 of Van Vihar road Bhopal Length 4.80 Km.

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General Description of work : B.T Renewal & Repair of road from Gate no.1 to Gate no.2 of Van vihar road Bhopal Length 4.80 Km.

Probable Amount of contract : Rs.192.24 Lakhs.

(Rs. in Figures) : Rupees One crore Ninety two lakhs twenty four thousand Only

Time Allowed : 9 month excluding rainy season

S.No. Particulars Qty. Unit Rate Amount

1 Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.

@0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer) Sqm

S.O.R Item 5.3 ( ii )

(i) @ 0.25 kg per sqm (normal bituminous surfaces) Sqm

S.O.R Item 5.3 ( i )

2 Bituminous Macadam

Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with Electronic Sensor paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications.

Using Drum Mix Plant of appropriate capacity and paver finisher.

S.O.R Item 5.5 ( b ) ( ii )

3 BituminousConcrete

Providing and laying bituminous concrete using crushedaggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem and pneumatic tyre roller to achieve the desired compaction as per clause 507 of specification.

Using Drum Mix Plant of appropriate capacity.

for Grading-II (30-40 mm thickness ) Bitumen Content minimum 5.4% with 60/70 bitumen (VG-30) Cum

S.O.R Item 5.7 ( b ) (v )

4 Construction of Shoulders with approved material / selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting on OMC using vibratory rollerof 80 to 100 kN static weight. Field compaction shall be donein corresponding layers of carriage way thickness and meet the requirements of MDD to achieve compaction (98% -100% ) as per relevant clause of 408.

Hard Shoulders ( CBRvalue > 12 ) Cum

S.O.R Item 4.16 ( A )

5 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beeds on Bituminous surface. Providing and applying (Cleaning of Bituminous surface) thermoplastic compound having composition of binder (Regin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35.The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications. Note: - The guarantee of Thermoplastic should be minimum 3 Years. Sqm

S.O.R Item 8.38

6 Road Markers / Road Stud with Lense Reflector Providing and fixing single mound twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying lo specifications of Section-5 of IRC:35-2015 and clause 804.2.2 of MORT&H and Section-5 of IRC:35-2015. he reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of

providing total internal reflection of the light entering the lens face. The slope or retro-reflecting surface should be 35 + 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy/ adhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so Cubes capable of that they do not pose safety hazard on the road. The contractor shall submit a two-year replacement warranty. for satisfactory field performance including stipulated retro reflectance of the reflecting panel.

(Make - 3M / AVERY DENNISON / ORAFOL /ALCOLITEA/ AUTOMARK ) Each

S.O.R Item 8.23

7 Supplying and fixing solar raised Pavement markers made of polycarbonate molded body with circular shape, solar powered, LED self Illumination in active mode, 360-degree Illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280, The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 c to 70 c color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of .

blinking is 1Hz There should be current losses of less than 20 micro amperes at 2.4 v in sleep charging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height width and length of the marker shall not less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 kilograms fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer. (Make- 3M /AVERY DENNISON/ ORAFOL / ALCOLITEA ) Each

S.O.R Item 8.324

8 Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings. Each

S.O.R Item 8.22

9 Providing and fixing of Rumble Strip made up of TPU polyurethane (PU) Material size 500L x 100W x 15H mm and fixing of Rumble Strip in Bituminous grout/ Epoxy and Screwing the same with M.S Screw 15 x 100 mm etc. i/c removing asphalt at the site, Material, labour for fixing grouting and for controlling traffic during fixing etc. complete. Rmt

S.O.R Item 8.56

10 Retro- reflectorised Traffic signs Providing and fixing of retro - reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide IRC: 67:2012 clause 6.7.3.2 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2012 and Table 800-1 of MoRT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC : 67 : 2012 and Table 800-3 of MoRT&H specification of in the clause IRC 6.8 of the IRC 67-2012 and clause 801.3.7 of MoRT & H message

legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printinginkor of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary / mandatory/ signs, supported on MS sign post of size 80 x 80 x 3 mm Square pipeof 3 meter over all length and fix to ground by means of properly designed foundation of dimension 450 x 450 x 600 mm with M20 grade concrete. The ACM sheet shall be fixed to the post

with four minimum four number breakaway bolts. & supported with a back support frame of 25 x 50 x 1.25 mm tubular frame with the help of suitable sizes pop rivettes of 6mm or by the help of G I / Nickle Chome plated nut & bolts to be hammered after tightening. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture brand like 3M / Avery Dennison / Orafol make as per clause 6.9 of IRC: 67:2012 & a

certified copy for three years for outdoor exposurere port from an independent test lab as perclause 6.7 of IRC: 67:2012 for the product offered shall be submitted by the contractor.

Note:- Manufacture name and date of manufacture is to be printed (Embossed) at the backside of the board.

S.O.R Item 8.10

(i) 90 cm equilateral triangle each

(ii) 60 cm Circular each

(iii) 80 cm x 60 cm Rectangular each

(iv) 90 cm high octagon each

11 Dismantling of Flexible Pavements Dismantling of flexible pavements thickness more than 100 mm and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately. Cum

12 Excavation in Soil using Hydraulic Excavator and Tippers with disposal up to 1000 meters. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead up to 1000m as per relevant clauses of section-300 of specification Cum

13 Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.

For 37.5 mm maximum size Cum

S.O.R Item 4.2(ii)

14 Dry Lean Cement Concrete Sub- base

Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1,cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length

construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect Cum.

15 Cement Concrete Pavement

Construction of un-reinforced, dowel jointed, plain cement concrete pavement with M-40 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with electronic sensor slip form paver, spread, compacted and finished in a continuous

operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc. including groove cutting for width of 4 mm- 6mm and 1/3rd depth of PQC within 8-10 hrs of placing/ finishing of PQC including cleaning of groove and providing approved sealant filling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 as per drawing and as per specification. Cum.

16 Providing and fixing Steel in dowel bar and tie rod including craddle, laps etc. complete required as per design.

(a) Mild steel confirming to IS: 432:1982 0.000 M.T.

(b) Tor steel confirming to IS: 1786:2008 0.9999 M.T.

17 Cable Duct Across the Road

Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 2011 and approved drawings. Rmt

S.O.R Item 8.35

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D Civil Line Section 1 P.W.D. City Sub Dn.II P.W.D Maint. Dn-I

Bhopal Bhopal Bhopal

Total Amount Rs

Add 18% G.ST. Charges

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D Civil Line Section 1 P.W.D. City Sub Dn.II P.W.D Maint Dn.I

Bhopal Bhopal Bhopal

(mailto:[email protected]塹ᴻ䡿ⲯ嶂藄挧ꮥ)

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority: Executive Engineer P.W.D. Maint. Dn. No.1 Bhopal

Name of Work: B.T. renewal and repair of road from Gate No.1 to Gate No.2 of Van Vihar road Bhopal Length 4.80 Km.

Contract No: 2026_PWDRB_491724

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

1 B.T. renewal and repair of road from Gate No.1 to Gate No.2 of Van Vihar road Bhopal Length 4.80 Km. BI01010001010000000000000515BI0100001113 0.000 Nos Excess(+) Full Conversion INR

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