Indian Tenders

Tender Notice

TDR 54768001
Tendering Authority Public Works Department
Tender No EE PWD DIV SULTANPUR NITNO-66/2025-26
Tender ID 2026_CEPWD_547759_1
Tender Brief Corrigendum : Tender For Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is:8887 & ManufacturerS Specifications @7.50 Kg/10 Sqm With A Self Propelled Or Towed Bitumen Pressure Sprayer
City Kota
State Rajasthan
Document Fees INR 500 /-
EMD INR 40180.0 /-
Tender Value INR 20.09 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Providing And Applying Primer Coat Over Prepared Surface Of Granular Base With Bitumen Emulsion As Per Is:8887 & ManufacturerS Specifications @7.50 Kg/10 Sqm With A Self Propelled Or Towed Bitumen Pressure Sprayer Equipped For Spraying The Material Uniformly At Specified Rates And Temperatures (Including Cleaning Of Road Surface) As Per Morth Specification : Cl. 502, 112 , Providing And Laying Open Graded Premix Carpet 20Mm Thick (Compacted), On Prepared Surface In A Single Course As Wearing Course, Composed Of Specified Graded Crushed Aggregates As Per Table 500-23, Heating Bituminous Binder @ 14.6 Kg/10 Sqm And Aggregates In Hot Mix Plant (Including Cost Of Anti- Stripping Compound, Wherever Required), Transporting The Mixed Material With Tipper And Laying With Paver Finisher To The Required Level And Grade, Rolling With Power Roller, 8-10 Tonne, But Excluding Cost Of Tack Coat And Seal Coat With All Lead & Lift (Morth Specification : Clause 510, 112) In Hot Mix Plant 40-60 Tph, Including Loading Of Aggregates With F.E. Loader Bitumen Vg30 Grade , Providing And Applying Premixed Seal Coat Type B Comprising Of Thin Application Of Fine Aggregate (0.06 Cum Per 10 Sqm) Premix With (6.8 Kg Per 10 Sqm) Bitumen Binder (Including Cost Of Anti-Stripping Compound, Wherever Required) In Mini Hot Mix Plant 6- 10 Tph, And Laying With Paver Finisher And Rolling With Power Roller 8-10 Tonne, Including All Lead Of Mix Material (Morth Specification : Clause 511). Bitumen Vg30 Grade , Providing And Laying Un-Reinforced, Dowel Jointed, Plain Cement Concrete Pavement Over A Prepared Sub-Base With 43 Grade Cement, Coarse And Fine Aggregate Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With 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, Dowel Bar, Tie Rod, Admixtures And Vacuum Processing Pump As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing As Per Morth Specification : Clause No. 602, 112. Using Cement Concrete M-30 Pavement Gradeproviding And Laying Un-Reinforced, Dowel Jointed, Plain Cement Concrete Pavement Over A Prepared Sub-Base With 43 Grade Cement, Coarse And Fine Aggregate Conforming To Is:383, Maximum Size Of Coarse Aggregate Not Exceeding 25Mm, Mixed In A Batching And Mixing Plant As Per Approved Mix Design, Transported To Site, Laid With 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, Dowel Bar, Tie Rod, Admixtures And Vacuum Processing Pump As Approved, Curing Compound, Finishing To Lines And Grades As Per Drawing As Per Morth Specification : Clause No. 602, 112. Using Cement Concrete M-30 Pavement Grade , Earthwork In Excavation For Foundation Of Structure Complete With All Lift, Dewatering, Shoring And Shuttering Etc. Including Refilling Of Trenches In 250 Mm Layer, Ramming, Watering And Disposal Of Surplus Soil Within A Lead Of 1000 Meters, As Per Drawing And Technical Earth In Excavation For Foundation Of Specification. [Morth Specification : Clause 304]. In Ordinary Soil [Morth Specification : Clause 301] By Mechanical Means Depth Upto 3M , Structural Cement Concrete (Design Mix) In Open Foundations, With Form Work, At Any Level. Cement Concrete For Plain/Reinforced Concrete In Open Foundations As Per Drawing And Technical Specification. [Morth Specification : Section 1700 & 1500]. With 20Mm Nominal Size Aggregate Plain Cement Concrete M-15 Grade , Structural Cement Concrete (Design Mix) In Open Foundations, With Form Work, At Any Level. Cement Concrete For Plain/Reinforced Concrete In Open Foundations As Per Drawing And Technical Specification. [Morth Specification : Section 1700 & 1500]. With 20Mm Nominal Size Aggregate Reinforced Cement Concrete M-20 Grade By Using Concrete Mixer , Providing And Laying Steel Reinforcement At Any Level In Foundation Complete As Per Drawing And Technical Specification. [Morth Specification : Section 1600]. Hysd Bar Reinforcement , Providing And Laying Reinforced Cement Concrete Pipes Np-3 For Culverts Including Jointing Ends And Fixing Collar With Cement Mortar 1:2. (Morth Specification : Clause 1000/2900). 1000 Mm Dia

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 11-05-2026 date extend006 Date 20-05-2026
2 30-04-2026 date extend005 Date 11-05-2026
3 30-04-2026 date extend005 Date 11-05-2026
4 22-04-2026 date extend004 Date 29-04-2026
5 22-04-2026 date extend004 Date 29-04-2026
6 22-04-2026 date extend004 Date 29-04-2026
7 13-04-2026 date extend002 Date 22-04-2026
8 13-04-2026 date extend002 Date 22-04-2026
9 13-04-2026 date extend002 Date 22-04-2026
10 13-04-2026 date extend002 Date 22-04-2026
11 07-04-2026 date extend Date 13-04-2026
12 07-04-2026 date extend Date 13-04-2026
13 07-04-2026 date extend Date 13-04-2026
14 07-04-2026 date extend Date 13-04-2026
15 07-04-2026 date extend Date 13-04-2026
16 31-03-2026 Date Corrigendum-01 Date 06-04-2026
17 31-03-2026 Date Corrigendum-01 Date 06-04-2026
18 31-03-2026 Date Corrigendum-01 Date 06-04-2026
19 31-03-2026 Date Corrigendum-01 Date 06-04-2026
20 31-03-2026 Date Corrigendum-01 Date 06-04-2026
21 31-03-2026 Date Corrigendum-01 Date 06-04-2026

Key Dates

Publish Date 11-05-2026
Last Date of Bid Submission 20-05-2026
Tender Opening Date 21-05-2026

Contact Information

Company Name Public Works Department
Contact Person EE PWD DIV SULTANPUR
Address EE PWD DIV SULTANPUR

BOQ Items

Name of Work:-
Sl. No. Item Description
1Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112
2Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti- stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead & lift (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30grade
3Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6- 10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). BitumenVG30 grade
4Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with 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, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement GradeProviding and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with 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, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade
5Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m
6Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate P.C.C. M-15 grade
7Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C. M-20 grade By using concrete mixer
8Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600].HYSD bar reinforcement
9Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause1000/2900). 1000 mm dia Please Enable Macros to View BoQ information

Other Detail

Information Source https://eproc.rajasthan.gov.in
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