Tender For Drainage Work For Benad Road,Murlipura, Jhotwara Industrail Area,Niwaru Road And Adjoining Area In Zone B2 Jda Jaipur
Tender Value
56.08 Crore
Estimated cost
Bid Submission
30 Nov 2026
24 days left
EMD
1.12 Crore
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Drainage Work For Benad Road,Murlipura, Jhotwara Industrail Area,Niwaru Road And Adjoining Area In Zone B2 Jda Jaipur
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of Structures 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 MoRD Specification Clause 202.By Manual Means Cement Concrete |
| 2 | Dismantling Guard Rails Dismantling guard rails by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 m, stacking serviceable materials and unserviceable materials separately as per MoRTH Specification Clause 202. |
| 3 | Dismantling Kerb Stones Dismantling kerb stones by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 m as per MoRTH Specification Clause 202. |
| 4 | Excavation for StructuresEarthwork 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 soilUpto 3 m depth |
| 5 | 3 m to 6 m depth |
| 6 | Dismantling of Flexible Pavements 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 202By Mechanical MeansBituminous Courses |
| 7 | 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 |
| 8 | Size 1.00 M x 1.00 M |
| 9 | Size 1.25 M x 1.25 M |
| 10 | Size 1.50 M x 1.50 M |
| 11 | Size 2.00 M x 2.00 M |
| 12 | FORM WORKCentering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Walls (any thickness) including attached pilasters, buttresses plinth and string course. |
| 13 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.Plain/reinforced cement concrete in |
| 14 | substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200For height upto 5 mR.C.C. grade M 25 |
| 15 | CAST-IN-SITU CONCRETE:Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement 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. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision. |
| 16 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method 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 |
| 17 | Prime CoatProviding 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 CoatProviding 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. |
| 19 | 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)) |
| 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 & 5.4 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 respectsfor Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 21 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 22 | Supply & fixing of M-20 grade precast cement concrete Kerb or Dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, pointing & jointing with cement mortar 1:4 of size(20 x 25) x 30 cm 2 |
| 23 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 24 | Wet Mix Macadam 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 400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km leadBy Mechanical Means with all lead |
| 25 | Providing, fixing, maintaining, shifting & refixing, barricading of a steel portable barricade with horizontal sheet 0.60 mtr wide, 2.4 mtr in length fitted on a “A” frame and sheet painted with 2 coats of yellow paint, lettering (CAUTION, JDA AT WORK, DRIVE SLOW) on sheet with RED paint & border with reflective paint at the time of every shifting, traffic diversion arrangement, safety guard, suitable lightning arrangement during night if required, complete in all respect till completion of the project as per technical specification and direction of Engineer-In-charge and same shall be possessed by the contractor after completion of the project. Payment under this item will be released:- (1) 50% at the time of providing new barricading at the time of start of project at location and plan as approved by the Engineer & certification (2) 50% After completion of project including shifting, re-erecting and maintaining the barricading in position, during entire construction tenure with requisite manpower/flagman etc. Complete for guiding traffic and safety etc and dismantling after completion of project. |
| 26 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104P.C.C grade M 10Nominal mix 1:3:6 |
| 27 | Dry Lean Cement Concrete 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. |
| 28 | Dismantling of Cement Concrete Pavements as per MoRD 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 |
| 29 | Shifting of 15 mm house connection from all kind of water mains to consumer and upto meter complete job including E/W, demolishing of CC/ Black top/WBM road etc. of all thickness, fitting of Gun Metal ferrule of appropriate size as per IS 2692, fitting of MS clamp made by MS strip 50 X 3 mm properly welded with saddle piece, fixing Gun metal non return valve or check valve horizontal type of (ISI make) of size15 mm, MDPE pipe dia 20 mm, PN 16 of confirming to ISO 4427-1996 certified pipe manufactured from virgin PE-80 polyethylene food grade raw material and compressed fitting for MDPE pipe as per ISO 3458-59 or equivalent internal standred of PN-16 rating and fixing of 15 mm size Gun metal full way valve (IS : 778 mark) or wheel valve of approved make complete with supply of all material and successful testing. |
| 30 | Raising/lowering to required height of pre-cast concrete manhole where ever pre-cast chamber have been provided in sewerage system by dismentling the C.I. frame provided for cover, dismentling and concrete of conical piece, bending the extended reinforcement in required position providing M-40 grade cement concrete as per site requirment and fixing of new C I frame for placing manhole cover. The work includes curing, providing barricading during construction, putting sign board/caution board for safety purpose, providing all material like cement, sand, grit for M-40 concrete, shuttring where ever required. The work also includes providing all tools and plants such as vibrator, mixture, required for the Job in all respect with site clearance. (Dir. Engg. /D-143 dt. 28.02.2011) |
| 31 | 110 mm |
| 32 | By Manual MeansGranular Courses |
| 33 | STONEWARE PIPES & FITTINGProviding Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of approved make with spun yarn & stiff mixture of cement mortar 1:1, excavation & refilling of earth in all types of soil upto 1.2m depth, S.W. fittings, including testing of joints etc, complete.150mm dia |
| 34 | 200mm dia |
| 35 | Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) upto haunches of S.W. pipes including 150 mm thick bed concrete (Width W= Dia of pipe in Cm+ 30Cm.) concrete width to be reduced from width W at center of pipe to `0` at top of pipe. (Excluding cost of pipe)150mm dia S.W. pipe |
| 36 | 250mm dia S.W. pipe |
| 37 | Labour charges for Removing S.W. pipes including breaking of joints & bed concrete, stacking of useful material at site within 50 mtr. Lead and disposal of unserviceable material within 0.5 Km. lead:200, 230 & 250mm dia pipe |
| 38 | R.C.C. NON PRESSURE PIPESProviding, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete :300mm dia Internal |
| 39 | RIGID PVC PIPEP&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2 .) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.160 mm dia |
| 40 | Providing & Laying C.C. 1:3:6 (Stone Agreegate 20mm nominal size) all around PVC Pipe including 7.5 cm thick bed concerte [Width & Height = Dia of Pipe in CM+15CM] excluding cost of Pipe & Excavation of trenches etcPVC pipe 160 mm dia |
| 41 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:Coupler (socket)160 mm dia |
| 42 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 43 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.Earth, Sand, Lime, Morrum manure or sludge For 10 Km. |
| 44 | Building Rubbish Stone metal (Grit and ballast etc.)For 10 Km. |
| 45 | RAIN WATER HARVESTINGConstruction of tubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with \\"code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemed completed only after obtaining sound free water during pumping250 mm nominal bore |
| 46 | 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. |
| 47 | for drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 800mm x 75mm |
| 48 | for drain Opeining Size 451 to 700 mm Standard Drain Cover Size 1000mm x 800mm x 100mm |
| 49 | for drain Opeining Size 701 to 1200 mm Standard Drain Cover Size 1500mm x 600mm x 125mm |
| 50 | Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr: All kinds of soilPipes, cables etc. exceeding 300mm dia but not exceeding 600mm dia. |
| 51 | 110 mm dia |
| 52 | UPVC SOIL WASTE & RAIN WATER (SWR ) PIPESProviding and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make Repair Coupler110mm dia |
| 53 | Single Push Fit Coupler110mm dia |
| 54 | Bend 87.5 Dg.110mm dia |
| 55 | Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm.)( Excluding cost of pipe)150mm dia S.W. pipe |
| 56 | Supply & Fixing of RCC Ferro Cement Foot Steps as per drawing & design and safe load as per cast iron Foot Steps (ultimate load 1 MT) |
| 57 | 600mm dia Internal |
| 58 | Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as 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 fully automatic Batching Plant and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including 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 and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). |
| 59 | P & F Close timbering in trenches including strutting, shoring and packing cavities (wherever required) etc. Complete (Measurement to be taken of the face area timbered): Depth exceeding 3 Mtr but not exceeding 4.5 Mtr |
| 60 | Modules:- Supply and installation of an innovative,LEGO-style modular polymer-based under ground stormwater management system ,engineered with a honeycomb structural design and manufactured using 100% recycled polypropylene.The system is capable of with standing vehicular loads upto 40 tonnes,making it ideal for deployment beneath driveways, parking lots, and other traffic bearing surfaces. Each tankmodule consists of a combination of large plates (683mmx 410mm) and small plates (369mmx410mm) with integrated double-locking slots to ensure superior connection integrity and block stability. Single Tank Configuration: 4 large + 5 small plates Triple Tank Configuration: 10 large + 15 small plates Eachassembledsingletankprovidesastoragecapacityof0.126m³(0.683mx 0.410m x 0.450m) External lockingsystemwithminimum14slotsperlargeplateforenhanced stability during load-bearing use. Designed for quick assembly, modular expansion, and long-term durability. Recommended Make: Retas (Approved Makes: Retas, Rehau, ACO) |
| 61 | Filtration Unit: Supply and installation of FRP-based Rainwater Harvesting Microfilter with 750mm diameter and 1000mm height, equipped with dual 6” in let and outlet ports. The filter includes an internal SS 304mesh for effective primary filtration. • Flow Rate Capacity: Minimum 40–45 KL/hr • Constructed from UV-resistant, corrosion-proof FRP body for long life • Suitable for rooftop and stormwater collection •Must be GRIHA and SVAGRIHA Certified(GRIHACriteria 18&21,SVAGRIHA Criterion 9) with valid certification on date of installation • Compatible with modular tank systems for both recharge and reuse applications Recommended Make: Retas, Aco, Rehau, Atharva |
| 62 | Desilting of covered nallah/covered drain and cleaning of trash/debris from gratings to ensure proper functioning and free flow of water in the nallah. The scope shall include:1.Desilting of covered nallah/covered drain, including removal and refixing of stone patties, ferro-cement drain covers and gratings; dismantling of existing cement/RCC flooring, wherever required, and restoring the same to the original/proper level with the same material or as specified by the Engineer-in-Charge after completion of desilting. The work shall include disposal of silt/debris at the specified NNJ dumping yard, including all leads and lifts, complete in all respects as directed by the Engineer-in-Charge. 2. Cleaning of each and every grating/chute to ensure proper and unobstructed flow of water into the nallah, complete in all respects as directed by the Engineer-in-Charge. |
| 63 | Add extra for providing richer mixes respectively at all floor levelsAdd extra for providing richer mixes respectively at all floor levels Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 24 daysDec 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 28 daysTender Documents
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