Tender For Renewal Coat / Macadamization Under Incentive Fund In Respect Of Road Viz. Noolle To Mugalpora Road Package No Jk10-106 Length:- 2.00 Km.
Tender Value
81.03 Lakhs
Estimated cost
Bid Submission
12 Oct 2026
1 days left
EMD
1.63 Lakhs
Bank guarantee accepted
Document Fee
1600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pulwama → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Renewal Coat / Macadamization Under Incentive Fund In Respect Of Road Viz. Noolle To Mugalpora Road Package No Jk10-106 Length:- 2.00 Km.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-Oct-2026 | Extension of time | Date | 08-Oct-2026 |
| 2 | 08-Oct-2026 | Extension of time and date | Date | 12-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | PART-A Initial Rehabilitatoin (IR) |
| 2 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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 |
| 3 | Type B (First Class) Bedding: Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 |
| 4 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6. including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octroi (finished work to be measured) complete job |
| 5 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m P.C.C grade M 15 Nominal mix (1:2.5:5) . including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octroi (finished work to be measured) complete job. |
| 6 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 7 | Part B Renewal Coat (RC) |
| 8 | Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.For Grading I Material. including cost and carriage of all materials from approved source to site of work withe all leads lifts, loading, unloading and Octroi (finished work to be measured) complete job |
| 9 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 10 | 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 Technical Specification Clause 406. |
| 11 | Prime Coat: Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 12 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 13 | Tack Coat: 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 14 | Providing and laying & rolling open graded pre mix carpet on 20mm thickness composed of 13.2 mm to 506 mm aggregates either using pentration grade bitumin or emulsion to required line , grade & level to sevea as wearing course on previously prepared base including mixing in sutiable plan, layin & rolling a three wheek 8 to 100 kn static roller capicity, finshied to required level & grades to be folllowed by seal coat of either type A or type B or Type C as per TS clause 508. ( bitumin S-90) |
| 15 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 |
| 16 | Construction of paved hard shoulders by providing local material (using Gravel -Soil mix) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. By Mechanical Means |
| 17 | Cautionary Signage: Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 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 Technical Specification Clause 801. |
| 18 | Direction and Place Identification Signs: Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe 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 Tehnical Specification Clause 1701. |
| 19 | Road Marking: Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 20 | Crash Barrier.Providing and errecting of W metal beam crash barrier cromprising of 3mm thick corrugated metal beam rail, 70cm above ground/ground level fixed on ISMC series of channel vertical centre to centre 1.8m in height with 1.1 m below ground level,all steel parts and fitments to be galvinised by hot dip process,all fittings to confirm to IS:1367 and IS:1364 metal beam rail to be fixed in the vertical post with spacer of channel section. 150x75x5mm, 546mm long as per approved drawings,directions of engineer incgarge, including the cost of earth work in cutting for making holes and cast of cement concrete in M15 grade required for embedding the channel posts in the dug out holes,cost of nuts and boults including cost and carriage of all materials invloved upto site of work complete including fixing of retroreflective films as per clause 810 of MORTH specifications. |
| 21 | Rates (in Rs.) Applicable for routine maintenance Before renewal will be as under * |
| 22 | 1st year |
| 23 | 2nd Year |
| 24 | 3rd Year |
| 25 | 4th Year |
| 26 | 5th Year |
| 27 | Rates (in Rs.) Applicable for routine maintenance After renewal will be as under * |
| 28 | 1st year |
| 29 | 2nd Year |
| 30 | 3rd Year |
| 31 | 4th Year |
| 32 | 5th Year Total Routine Maintenance Rate Applicable Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 08, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 12, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 dayOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
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