1.Construction of four lane road work of RBM Hospital of RIICO Area

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

Tender Inviting Authority: ACE PWD ZONE BHARATPUR

Name of Work:Construction of four lane road work of RBM Hospital of RIICO Area

Contract No : 16/2025-26(1)

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction 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 TOTAL AMOUNT Without Taxes in Rs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words

0_);\(0\) Part01- Site Clearance, Earth Work, GSB, WMM Etc.

0;[Re1]0 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. 0.94 Hect. 12513 Excess(+) Full Conversion INR

0;[Re2]0 Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202]Dismantling Brick/Tile work In cement mortar 127.2 Cum 195 Excess(+) Full Conversion INR INR Twenty Four Thousand Eight Hundred & Four Only

0_);\(0\) Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately 278.46 Cum 632 Excess(+) Full Conversion INR INR One Lakh Seventy Five Thousand Nine Hundred & Eighty Six and Paise Seventy Two Only

0;[Re4]0 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Manual Means Bituminous Courses and Granular Material 104 Cum 100 Excess(+) Full Conversion INR INR Ten Thousand Four Hundred Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0;[Re5]0 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 5558.1 Cum 31 Excess(+) Full Conversion INR INR One Lakh Seventy Two Thousand Three Hundred & One and Paise Ten Only

0_);\(0\) Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 5505.93 Cum 119.95 Excess(+) 1 Full Conversion INR INR Six Lakh Sixty Thousand Four Hundred & Thirty Six and Paise Thirty Only

0;[Re7]0 Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.For Grading-I Material 3397.6 Cum 882 Excess(+) Full Conversion INR INR Twenty Nine Lakh Ninety Six Thousand Six Hundred & Eighty Three and Paise Twenty Only

0;[Re8]0 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. 3755.96 Cum 1147 Excess(+) Full Conversion INR

0_);\(0\) Extra rate for carriage of mixed material additional lead from in item 4.6 2nd Km. to 10th Km 3755.96 Cum/Km 45 Excess(+) Full Conversion INR INR One Lakh Sixty Nine Thousand &Eighteen and Paise Twenty Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0;[Re10]0 Part-2 Bituminous work

0;[Re11]0 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 15245 Sqm 31 Excess(+) Full Conversion INR INR Four Lakh Seventy Two Thousand Five Hundred & Ninety Five Only

0_);\(0\) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 26700 Sqm 11 Excess(+) Full Conversion INR INR Two Lakh Ninety Three Thousand Seven Hundred Only

0;[Re13]0 Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent 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 as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size)) 1927.8 Cum 6852 Excess(+) Full Conversion INR INR One Crore Thirty Two Lakh Nine Thousand Two Hundred & Eighty Five and Paise Sixty Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0;[Re14]0 Providing and laying 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 minimum @ 5.2 & 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 as per MoRTH Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30) 1068 Cum 7925 Excess(+) Full Conversion INR INR Eighty Four Lakh Sixty Three Thousand Nine Hundred Only

0_);\(0\) PART-C- CC PAVEMENT

0;[Re16]0 Construction of dry lean cement concrete Sub- base over a prepared sub-grade 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 with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 420 Cum 2715 Excess(+) Full Conversion INR INR Eleven Lakh Forty Thousand Three Hundred Only

0;[Re17]0 Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 4200 Sqm 917 Excess(+) Full Conversion INR

0_);\(0\) PART-D DRAIN WORK

0;[Re19]0 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil 4116 Cum 178 Excess(+) Full Conversion INR INR Seven Lakh Thirty Two Thousand Six Hundred & Forty Eight Only

0;[Re20]0 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5) 220.5 Cum 3334 Excess(+) Full Conversion INR INR Seven Lakh Thirty Five Thousand One Hundred & Forty Seven Only

0_);\(0\) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 25 1089.03 Cum 3940 Excess(+) Full Conversion INR INR Forty Two Lakh Ninety Thousand Seven Hundred & Seventy Eight and Paise Twenty Only

0;[Re22]0 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 51.29 MT 92000 Excess(+) Full Conversion INR INR Forty Seven Lakh Eighteen Thousand Six Hundred & Eighty Only

0;[Re23]0 Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 2.00 M x 2.00 M 35 Rmt 26328 Excess(+) Full Conversion INR INR Nine Lakh Twenty One Thousand Four Hundred & Eighty Only

0_);\(0\) Dismantling Stone Masonry as per MoRTH Specification Clause 202 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. 350 Sqm 195 Excess(+) Full Conversion INR INR Sixty Eight Thousand Two Hundred & Fifty Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0;[Re25]0 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil 2625 Cum 178 Excess(+) Full Conversion INR INR Four Lakh Sixty Seven Thousand Two Hundred & Fifty Only

0;[Re26]0 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5) 262.5 Cum 3334 Excess(+) Full Conversion INR INR Eight Lakh Seventy Five Thousand One Hundred & Seventy Five Only

0_);\(0\) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 25 824.25 Cum 3940 Excess(+) Full Conversion INR INR Thirty Two Lakh Forty Seven Thousand Five Hundred & Forty Five Only

0;[Re28]0 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 38.82 MT 92000 Excess(+) Full Conversion INR INR Thirty Five Lakh Seventy One Thousand Four Hundred & Forty Only

0;[Re29]0 Dismantling Stone Masonry as per MoRTH Specification Clause 202 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per MoRTH Specification Clause 202. 700 cum 195 Excess(+) Full Conversion INR INR One Lakh Thirty Six Thousand Five Hundred Only

0_);\(0\) Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil 2492.18 Cum 178 Excess(+) Full Conversion INR INR Four Lakh Forty Three Thousand Six Hundred & Eight and Paise Four Only

0;[Re31]0 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5) 159.08 Cum 3334 Excess(+) Full Conversion INR INR Five Lakh Thirty Thousand Three Hundred & Seventy Two and Paise Seventy Two Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0;[Re1]0 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 25 699.43 Cum 3940 Excess(+) Full Conversion INR INR Twenty Seven Lakh Fifty Five Thousand Seven Hundred & Fifty Four and Paise Twenty Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0_);\(0\) Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 32.943 MT 92000 Excess(+) Full Conversion INR

0;[Re3]0 PART-SYPHON AND CD WORK

0;[Re4]0 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil 342 Cum 178 Excess(+) Full Conversion INR INR Sixty Thousand Eight Hundred & Seventy Six Only

0_);\(0\) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2.5:5) 31.8 Cum 3334 Excess(+) Full Conversion INR INR One Lakh Six Thousand &Twenty One and Paise Twenty Only

0;[Re6]0 Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 1.00 M x 1.00 M 140 Rmt 12089 Excess(+) Full Conversion INR INR Sixteen Lakh Ninety Two Thousand Four Hundred & Sixty Only

0;[Re7]0 Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905.300 mm dia 300 Rmt 736 Excess(+) Full Conversion INR INR Two Lakh Twenty Thousand Eight Hundred Only

0_);\(0\) Providing and laying reinforced cement concrete pipe NP3 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 Clause 2905.300 mm dia 37.5 Rmt 6684 Excess(+) Full Conversion INR INR Two Lakh Fifty Thousand Six Hundred & Fifty Only

0;[Re9]0 PART- ROAD FURNITURE PART- ROAD FURNITURE

0;[Re10]0 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801

0_);\(0\) 900 mm equilateral triangle 5 No. 5765 Excess(+) Full Conversion INR

0;[Re12]0 600 mm circular 5 No. 5050 Excess(+) Full Conversion INR INR Twenty Five Thousand Two Hundred & Fifty Only

0;[Re13]0 800 mm x 600 mm rectangular 5 No. 7161 Excess(+) Full Conversion INR INR Thirty Five Thousand Eight Hundred & Five Only

0_);\(0\) 600 mm x 450 mm rectangular 5 No. 4917 Excess(+) Full Conversion INR INR Twenty Four Thousand Five Hundred & Eighty Five Only

0;[Re15]0 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board 4 Sqm 13272 Excess(+) Full Conversion INR INR Fifty Three Thousand &Eighty Eight Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0;[Re16]0 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 CRC rolled channel vertical post, 150 x 75 x 5 mm spaced 2 mm centre to centre, 1.8 m high, 1.1 m below ground / road level, all steel parts and fitments to be galvanized 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 as per MoRTH specification Clause 811.3. 101 Rmt 3105 Excess(+) Full Conversion INR INR Three Lakh Thirteen Thousand Six Hundred & Five Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0_);\(0\) Supply & Fixing of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8mm dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom 5 Each 5832 Excess(+) Full Conversion INR INR Twenty Nine Thousand One Hundred & Sixty Only

0;[Re18]0 Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. 1 Each 10605 Excess(+) Full Conversion INR INR Ten Thousand Six Hundred & Five Only

0;[Re19]0 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. 2 Each 9069 Excess(+) Full Conversion INR INR Eighteen Thousand One Hundred & Thirty Eight Only

0_);\(0\) Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 1362.4 Sqm 500 Excess(+) Full Conversion INR INR Six Lakh Eighty One Thousand Two Hundred Only

0;[Re21]0 Supplying and Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. 1070 Each 266 Excess(+) Full Conversion INR

0;[Re22]0 Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 5.0 meter wide and 10 cm high for heavy truck and bus traffic 50 Rmt 3555 Excess(+) Full Conversion INR INR One Lakh Seventy Seven Thousand Seven Hundred & Fifty Only

0_);\(0\) Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. 2 Each 9847 Excess(+) Full Conversion INR INR Nineteen Thousand Six Hundred & Ninety Four Only

0;[Re24]0 Supply of Caution Diversion sign board size 1800 x 600 mm having centre height of 75 cm made out or 1.25 mm thick M.S. sheet duly framed with angle iron size 40 x 40 x 5 mm fixed on two moving wheels and stands, made out of 75 x 40 mm channel having two solid rubber wheels mounted on ball bearings, boards is processed in stoving enamel blue and machine cut sheet reflective letter and arrow on one side and the other side having arrow only complete in all respect. 7 Each 4535 Excess(+) Full Conversion INR INR Thirty One Thousand Seven Hundred & Forty Five Only

0;[Re25]0 Supplying & Fixing route Marker reflective sign boards consisting of shield marked on M.S. flat 14 gauge of size 40 x 60 cm and definition plate of 30 x 25 cm, 14 gauge, fixed on mild steel posts of T Iron or Angle Iron for NH/SH : 5 Rmt 2260 Excess(+) Full Conversion INR INR Eleven Thousand Three Hundred Only

0_);\(0\) Suppy of Swiss Type Bollard made out of 1.25 mm thick M.S. sheet, total height 135 cm, the lower portion is made in tapered circular section having upper dia 15 cm and lower dia 20 cm with attachment of one mandatory plate 7 mm thick M fixed with the help of 7 cm long, 30mm dia crome plated M.S. tube this part is fixed on the body with another attachment of a cap 30x7 cm. whole body is processed in black stoving enamel and mandatory plate in Azure blue, with one compulsory keep left arrow with 10mm border reflective strip each of 7.5 cm on body complete in all respect. 196 No. 2443 Excess(+) Full Conversion INR INR Four Lakh Seventy Eight Thousand Eight Hundred & Twenty Eight Only

0;[Re27]0 Supply of Swiss type of Hazard marker, made out of 2 mm thick M.S. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side. 20 No. 1160 Excess(+) Full Conversion INR INR Twenty Three Thousand Two Hundred Only

0;[Re28]0 P & F Delinator with 30 cm. outer dia RCC hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1. OM. Long 40 cm embedded in cement concrete (1:4:8) block of size 50x50x40 cm. including excavation upto 40 cm depth. The inside of pipe shall be filled with C.C. (1:4:8) stone grit max size 20 mm or less upto the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side 201 Rmt 575 Excess(+) Full Conversion INR INR One Lakh Fifteen Thousand Five Hundred & Seventy Five Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0_);\(0\) PART-DIVIDER WORK

0;[Re2]0 Kerb Stones of 1200x300x150, 1000x450x150, 1000x600x150, 600x300x150 size (M-30)Providing and Laying cement concrete Kerb Stones of different sizes in M-30 grade (Manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. Manufactured with steel moulds (Milled and manufactured in CSI diamond or CSI Nitro process for accuracy) on steel base plate of min 16 mm thick; Having Vibration and pressing action both together with the help of multiple synchronised vibrators. Power of hydraulic station should be minimum 50KW for compaction and cured in controlled chambers having humidity control and automated air circulation system) in position to the required line, level and curvature jointed with cement mortar 1:3 (1 Cement : 3 Coarse sand) including making of joints, drainage opening wherever required. 189 Cum 9429 Excess(+) Full Conversion INR INR Seventeen Lakh Eighty Two Thousand &Eighty One Only

0;[Re3]0 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 Lead 10.0 Km. 567 Cum 119.95 Excess(+) Full Conversion INR INR Sixty Eight Thousand &Eleven and Paise Sixty Five Only

0_);\(0\) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801 1260 Sqm 82 Excess(+) Full Conversion INR INR One Lakh Three Thousand Three Hundred & Twenty Only

0;[Re5]0 PART- PLANTATION WORK

0;[Re6]0 Supply & Planting of shady plants ( Neem, Peepal, Goolar, Jamun, Imli or other specified ) along road side including the following activities:- 1. Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 2. Supply of plant at site of two years of age & height more than 1.50 Mtr 3. Supply of dry manure ( Farm yard manure organic ) 4. Supply of Insecticides 5. Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 15 liter per plant after planting. 6. Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter below ground, bottom two courses laid dry and top three courses in cement mortar 1:6 (1Cement : 6 Sand) and the intermediate courses being in dry honey comb masonry, as per design complete. "7. Watering to plants. 8.Maintenance of plants by the contractor including of pits/bids preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security. If the plant die during maintenance contractor has to replace same height plant at his own cost."Note:- SD Shall be refunded after counting of plants on completion of defect liability period of 5 years 150 Each 1540 Excess(+) Full Conversion INR INR Two Lakh Thirty One Thousand Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0_);\(0\) Bridge Work

0;[Re8]0 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per MoRTH Specification Clause 202. By Mechanical Means Reinforced Cement Concrete 396 Cum 478 Excess(+) Full Conversion INR 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0;[Re9]0 Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202]Rubble stone masonry in cement mortar 1037.4 Cum 195 Excess(+) Full Conversion INR INR Two Lakh Two Thousand Two Hundred & Ninety Three Only

0_);\(0\) Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. Depth above 3 metre & upto 6 metre 2316 Cum 225 Excess(+) Full Conversion INR INR Five Lakh Twenty One Thousand One Hundred Only

0;[Re11]0 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : SecP.C.C. grade M15 tion 1500, 1700 & 2100 including form work at any level.P.C.C. grade M15 412 Cum 3750 Excess(+) Full Conversion INR INR Fifteen Lakh Forty Five Thousand Only

0;[Re12]0 Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.R.C.C. grade M35 1012 Rmt. 4750 Excess(+) Full Conversion INR INR Forty Eight Lakh Seven Thousand Only

0_);\(0\) Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork R.C.C. grade M35 upto 5 metre height 436 Cum 5300 Excess(+) Full Conversion INR INR Twenty Three Lakh Ten Thousand Eight Hundred Only

0;[Re14]0 Structural Cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Using Batching Plant, Transit Mixture, and Concrete Pump. Design mix concrete - [MoRTH Specification : Clause 1500&1700] R.C.C including formwork R.C.C. grade M35 upto 5 metre height 652 cum 6450 Excess(+) Full Conversion INR INR Forty Two Lakh Five Thousand Four Hundred Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0;[Re15]0 Providing and laying steel reinforcement at any level in foundation/ pile/ pile cap complete as per drawing and clause 1600 of MoRT&H Specification including all material, labour and machinery.FE 415/500 Steel reinforcement 131.56 MT 78430 Excess(+) Full Conversion INR INR One Crore Three Lakh Eighteen Thousand Two Hundred & Fifty and Paise Eighty Only 3 Supplying, Conveying and fixing spls. Including ea item4 10 Nos

0_);\(0\) Supplying, fitting and placing reinforcement in sub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinary etc.The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged FE 415/500D HYSD Steel reinforcement 56.68 MT 101200 Excess(+) Full Conversion INR INR Fifty Seven Lakh Thirty Six Thousand &Sixteen Only

0;[Re17]0 Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification as per MoRTH Specification : Section: 1600 The structural steel to be used should be Primary Steel manufactured and approved by Engineering in charged FE 415/500D HYSD Steel reinforcement 91.28 Cum 102600 Excess(+) Full Conversion INR INR Ninety Three Lakh Sixty Five Thousand Three Hundred & Twenty Eight Only

0;[Re18]0 Providing and laying Cement concrete for plain/reinforced concrete in open Substructure as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.P.C.C. grade M20 44 Cum 4050 Excess(+) Full Conversion INR INR One Lakh Seventy Eight Thousand Two Hundred Only

0_);\(0\) Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704 88 Cum 8585 Excess(+) Full Conversion INR INR Seven Lakh Fifty Five Thousand Four Hundred & Eighty Only

0;[Re20]0 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704 68 Cum 6920 Excess(+) Full Conversion INR INR Four Lakh Seventy Thousand Five Hundred & Sixty Only

0;[Re21]0 Providing, laying and fixing of strip seal expansion joint catering to maximum horizontal movement upto 70 mm complete as per approved drawings and as per clause 2600 of MoRT&H specifications to be installed by manufacturer's authorized representative ensuring to compliance to manufacturer's instruction for installation including preparing the edges of bridge, welding to exposed reinforcement, concreting with design mix of grade of bridge or M-35 whichever is richer including all material, labour, machinery etc complete. 168 Rmt. 12500 Excess(+) Full Conversion INR INR Twenty One Lakh Only

0_);\(0\) Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 320 Cum 220 Excess(+) Full Conversion INR INR Seventy Thousand Four Hundred Only

0;[Re23]0 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD specification Clause 1204.3.8 352 cum 780 Excess(+) Full Conversion INR INR Two Lakh Seventy Four Thousand Five Hundred & Sixty Only

0;[Re24]0 Back filling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304Sandy material 1304 cum 350 Excess(+) Full Conversion INR INR Four Lakh Fifty Six Thousand Four Hundred Only

Total in Figures INR Eleven Crore Twenty Eight Lakh Seventy Thousand Three Hundred & Eleven and Paise Twenty Seven Only 4 Construction of chamber for 100mm sluice plates item5 10 Nos

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