Tender For Widening And Strengthening Work On Jhintiya (Mdr-242) To Sanju (Sh-60) Via Jarau-Mankiyawas Jesas Lampolai Raliyawata Dholeraw-Morra-Ren Road (Mdr-225) In Km 0/0 To 17/0
Tender Value
22.85 Crore
Estimated cost
Bid Submission
11 Aug 2025
0 days left
EMD
34.28 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
merta → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Widening And Strengthening Work On Jhintiya (Mdr-242) To Sanju (Sh-60) Via Jarau-Mankiyawas Jesas Lampolai Raliyawata Dholeraw-Morra-Ren Road (Mdr-225) In Km 0/0 To 17/0
BOQ
| Sl. No. | Item Description |
| 1 | Part \"A\" _Road work :Setting Out : Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete each pillar to be painted with with a unique identification no and directional information as per MoRTH specifications cl. 109. |
| 2 | Clearing and Grubbing Road Land : 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 earlierand 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.By Mechanical Means In area of non-thorny jungle |
| 3 | Dismantling of Flexible Pavements Dismantling of flexible pavements & disposal of dismantled materials upto a lead of 100 m, stacking serviceable & unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means- Bituminous Courses & Granular Courses |
| 4 | Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202.: 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 |
| 5 | Excavation for roadwork in soil with hydraulic excavator of0.9 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 |
| 6 | Construction of Embankment with Material Obtained from Borrow Pits 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 |
| 7 | Construction of Subgrade and Earthen Shoulders 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 |
| 8 | Compacting soil at optimum moisture content with power road roller including watering soil at O.M.C., charges of T & P, cost of water and finishing of formation to required camber and grade etc. complete in layers not exceeding 15 cm. compacted thickness of : 100% proctor density. |
| 9 | Carriage of Earth, sand, gravel, u/s kankar, lime, flyash, morrum, manure or sludge. Incl. loading unloading etc. |
| 10 | with alead of 10 km.(Except 50 Mtr) which is already paid. |
| 11 | with alead of 15 km.(Except 50 Mtr) which is already paid. |
| 12 | Compacting Original Ground Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300-1 and 300-2 for subgrade construction as per MoRTH Specification Clause 305.3.4 |
| 13 | Granular Sub-Base with Close Graded Material (Table:- 400-1)Plant Mix MethodProviding 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 & maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.For Grading-I Material |
| 14 | Wet Mix Macadam : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel 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.By Mechanical Means with I Km lead |
| 15 | Add Extra for rate for carriage of mixed material additional lead 33.0 km |
| 16 | Add Extra for rate for carriage of mixed material additional lead 28.0 km |
| 17 | Primer Coat 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 |
| 18 | Tack coat Providing & applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor 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. |
| 19 | Providing and laying Dense graded BituminousMacadam 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 percentby 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) |
| 20 | 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 & 5.4per centof 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) |
| 21 | Part \"B\" C.C. Pavement work Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse & 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. |
| 22 | Construction ofun-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continuous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction & expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert & construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines & grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 23 | Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 incl. cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. |
| 24 | 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 10 Nominal mix 1:3:6 |
| 25 | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) : \"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. |
| 26 | Part \"C\"Side Drain work :Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 incl. setting out, construction of shoring and bracing, removal of stumps & other deleterious material & disposal upto a lead of 50 m, dressing of sides & bottom & backfilling in trenches with excavated suitablematerial.In ordinary soil Upto 3 m depth |
| 27 | 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 10 Nominal mix 1:3:6 |
| 28 | 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 20 |
| 29 | Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix \"For drain Opeining Size 300 to 450 mm Stone Patty drain cover size 800mm x 600mm x 75mm |
| 30 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 31 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \"AA\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. |
| 32 | For drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 800mm x 75mm |
| 33 | for drain Opeining Size 451 to 700 mm Standard Drain Cover Size 1000mm x 800mm x 100mm |
| 34 | Providing & laying reinforced cement concrete pipe NP3for culverts on first class bedding of granularmaterial in double row incl. fixing collar with cement mortar 1:2 but excl. excavation, protection works, backfilling, concrete and masonry works in head walls & parapets as per Clause 2905. |
| 35 | 600 mm dia |
| 36 | 300 mm dia |
| 37 | Part \"D\" Road Furniture: Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 |
| 38 | 5th Kilometre Stone (precast) |
| 39 | Ordinary Kilometer Stone (Precast) |
| 40 | 200 m stone (precast) |
| 41 | Traffic Signs Retro-reflectorised Traffic Signs : Providing and fixing of retro-reflectorised cautionary, mandatory & 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 perdrawings & MoRTH Specification Clause 801 |
| 42 | 900 mm equilateral triangle |
| 43 | 600 mm circular |
| 44 | 900 mm side octagon |
| 45 | Direction and Place Identification signs with size more than 0.9 sqm size board: Retro-reflectorised Traffic Signs : Providing and erecting direction and place identification retro-\reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos.firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing& MoRTH Specification Clause 801 (i) |
| 46 | Direction and Place Identification signs upto 0.9 sqm size board: Retro-reflectorised Traffic Signs : Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot 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 |
| 47 | 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. |
| 48 | 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 & 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. |
| 49 | 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. |
| 50 | 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 |
| 51 | Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it. |
| 52 | 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. |
| 53 | Fixing of sign board having including excavation cement concrete 1:5:10 (30x30x60cm) and transportation complete of size :Single Post |
| 54 | Providing and fixing Central Road Fund display board size 180-160 cm made out of 1.6 mm thick MS sheet duly framed with angle iron 65x65x5 mm size having 2 Nos posts 3 m long from ground level and 0.45 m embended in M-15 cement concrete block300x300x600 mm in ground on shoulder of road including painting & lettering as per MoRTH specifications clause 801 with enameled paint complete in all respects. |
| 55 | 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. |
| 56 | 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. |
| 57 | Part \"E\" C.D. & Protection wall:Excavation for Structures Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 incl. setting out, construction of shoring and bracing, removal of stumps & other deleterious material & disposal upto a lead of 50 m, dressing of sides & bottom & backfilling in trenches with excavated suitablematerial.In ordinary soil Upto 3 m depth |
| 58 | 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 10 Nominal mix 1:3:6 |
| 59 | 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 |
| 60 | Size 1.50 M x 1.50 M |
| 61 | Size 1.0 M x 1.0 M |
| 62 | Size 0.75 M x 0.75 M |
| 63 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings & MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20 |
| 64 | Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 65 | Part \"F\" Plantation work: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. |
AI Tender Summary
Tender Timeline
Jul 21, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedAug 11, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 13, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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