Tender For Renewal Coat Macadamization On Road Block Boundary Ramnagar To Dheeran, Package No Jk14-469, Upgradation, Phase-X, Block Parli Dhar, District Udhampur Length 13.00 Km Under Incentive Funding
Tender Value
4 Crore
Estimated cost
Bid Submission
24 Aug 2024
0 days left
EMD
8 Lakhs
Bank guarantee accepted
Document Fee
5500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ramnagar → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Renewal Coat Macadamization On Road Block Boundary Ramnagar To Dheeran, Package No Jk14-469, Upgradation, Phase-X, Block Parli Dhar, District Udhampur Length 13.00 Km Under Incentive Funding
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 19-Aug-2024 | Correction Notice | Other | 20-Aug-2024 |
| 2 | 20-Aug-2024 | Extension Notice | Date | 24-Aug-2024 |
BOQ
| Sl. No. | Item Description |
| 1 | PART-IINITIAL REHABILITATION (IR) WORKS |
| 2 | Excavation for Structures:-Earthwork in excavation for structures as per drawings and Technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleteriousmaterial and disposing ofsurplus, un-serviceable Excavated earthas directed at site for safe disposal of same without damaging private/public property, dressing of sides, bottom and backfilling in trenches with excavated suitable material including de watering if required. |
| 3 | Providing and laying of plain cement concrete of Grade M-10in open foundations complete as per drawings and Technical specifications. Clause 802, 803, 1202 & 1203.including all leads, lifts and carriages of materials by MT complete. |
| 4 | Providing and laying of plain cement concrete of Grade M-15in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing, form work, all leads and lifts and carriages of materials by MT complete. |
| 5 | Providing and laying of plainCement concrete of Grade M-20in Sub-Structure complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204. Including cost of curing , form work , all leads and lifts and carriages of materials by MT complete. |
| 6 | STONE MASONRY IN CM :Polygonal/ Random Rubble masonary, uncoursed/ brought in course in 1:6 CM (1 cement: 6 fine sand mortar), with nallha stone in foundation and plinth including levelling up at specified levels with M-5 nominal mix (mix Size of stone agg. 20mm nominal) concrete including cost of through/ bond stones of M-15 size (450mm x 150mmx150mm) @ 7 Nos/Cum of stone masonry or 2.0Nos./Sqm of stone masonry. |
| 7 | DRY STONE MASONRY: Polygonal/ Random Rubble masonary, nallah stone, laid dry in foundation and plinth including cost of Bond stones of M-15 size (450mm x 150mm x 150mm) @ 7Nos/Cum OR 2.0Nos./Sqm of stone masonry. |
| 8 | Back filling behind abutment , wing wall and return wall as per drawings and technical specification clause 1204.3.8including all leads, lifts, carriages of materials by MT handling and re-handling complete. ( With Available Stone) |
| 9 | Providing andlaying of boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS:280 and IS:4826 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints weighing not less than 25 Kg each as per drawings & Technical specification Clause 1301 including all leads, lifts, carriages of materials by MThandling, re-handlingand including cost of wire crates complete. |
| 10 | Providing /Laying plain/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 work, backfilling concrete and masonry works in head walls and parapets clause 1106 (600mm dia) |
| 11 | Total Part-I = |
| 12 | PART-II ROUTINE MAINTENANCE PRE/POST RENEWAL COAT FOR 5YEARS) |
| 13 | 1st year 10 % of Maintenance Cost |
| 14 | 2nd Year 15 % of Maintenance Cost |
| 15 | 3rd Year 20 % of Maintenance Cost |
| 16 | 4th Year 25 % of Maintenance Cost |
| 17 | 5th Year 30 % of Maintenance Cost |
| 18 | Total Part-II = |
| 19 | PART-III RENEWAL OF BITUMENOUS SURFACE |
| 20 | Gravel/Soil-Aggregrate base table 400.2 Grading B 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 3 wheels 80-100 Kn static roller capacity to achieve the desired density complete as per technicl specs clause 402 (including all carriages handling and re-handling of material complete) 150/175mm thick |
| 21 | Providing, laying, spreading and compacting graded stone aggregate Wet Mix macadam including premixing the material at OMC in mechanical mixer (pug mill), carriage of mix 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 80-100 KN wt. to achieve the desires density including lighting, barricading and maintenance of diversion, etc as per table 400.11 and 400.12and technical Specifications clause 406 |
| 22 | 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(Low Porosity)(including all carriage, handling and rehandling of material complete) |
| 23 | Providing and 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 Technical Specification Clause 503. |
| 24 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. by mechanical means using Bitumen(S-90) (including all carriage, handling and rehandling of material complete) |
| 25 | 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 (Type B) Bitumen S-90 |
| 26 | Earthen shoulder Construction of Earthen shoulder with approved material deposited at site from roadway cutting & excavation from drainand foundation of structure graded and compected to meat requirement of table 300.1 and 300.2 as per technical specification clause 301.5. |
| 27 | Kilometre Stone Reinforced Cement concrete M15 grade Kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th Kilometre Stone (Precast) |
| 28 | Kilometre Stone Reinforced Cement concrete M15 grade Kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometre Stone(Precast) |
| 29 | Kilometre Stone Reinforced Cement concrete M15 grade Kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (200 m Stone Precast) |
| 30 | Maintenance of road signs by way of cleaning and repainting of mandatory /requlatory / cautionary / informatory and place identifications sign board asperdrawings and technical specification Clause 1910 |
| 31 | Maintenance of 200 metre km stone by way of refiting of tilted stones repairing withcement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th kmstone as per drawing and technical specification Clause 1912 (Painting two coats with synthetic enamel paint Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade) |
| 32 | Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 33 | Providing and fixing of retro reflectorised cautionary mandatory and informatory sign as per IRC 67made of encapsulated lens type reflected sheeting vide clause 1701.2,3 fixed on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete450mmx450mmx600mmx600mmbelow ground level as per drawings and technical specification 801 60cm equatorial triangle - Speed limit/Right /left hand curve /school/Falling rocks |
| 34 | Total Part-III = |
AI Tender Summary
Tender Timeline
Aug 20, 2024
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 20, 2024
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 24, 2024
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedAug 24, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 27, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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