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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance GRAM BHANGOTA NARAYANBAGAD DISTRICT CHAMOLI | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance VILL PATA POST DESAU KALSI DEHRADUN | Not Admitted-Fee/PreQual/Technical/Finance Others-Document Physically not Submitted |
Tender Value
₹33.3 L
EMD Value
₹67,000
Closing Date
4 Jun 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, PD PWD, Karanprayag
Executive Engineer, PD PWD, Karanprayag
New Construction of Ujjwalpur-Sem-Dharkot Motor Road Km 3 Top Dungaon to Nanda Devi Temple Sem Motor Road Block-Karanprayag, District-Chamoli.
2025_pwd_84381_1
1124/2AC Dated 24/05/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Block-Karanprayag
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,950
Executive Engineer, PD PWD, Karanprayag
₹67,000
5 Jun 2025
28 May 2025
5 Jun 2025
28 May 2025
4 Jun 2025
28 May 2025
Amount
Job Pillars, Back Pillars & Refrence Pillars
Construction of back pillars of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 300mm, width 300mm and height 400mm of which 100 mm shall be below ground level as per Fig. 1600.1 (b) and Technical Specification Clause 1602.3 of MORD specifications
Construction of Job pillers of RR 1:6 stone masonary and Plastered with 1:4 Mortar, of length 400mm, width 400mm and height 600mm of which 100 mm shall be below ground level as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 of MORD specifications
Construction of reference pillars with RR 1:6 stone masonary and Plastered with 1:4 Mortar, (totally under ground) of length 200mm, width 200mm and height 300mm) as per Fig. 1600.1 (b) and Technical Specification Clause 1602.1 of MORD specifications.
Hill Side Cutting / Filling Work
Excavation in soil,ordinary and hard rock in Hilly Area by mechanical means with and Without useinng Dozer including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1( Hill Side Cutting work As Per Plan And L-Section)
Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (For Filling)
Constrcution of Retaining wall and Breast wall
Excavation in foundation for retaining ,breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer in- charge, as per drawing and technical specifications Clause 305.1 ofMORD Specifiction
Cement plumMasonrywith 40%plum& 60%1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction ( For Filling Protecion Wall )
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions) ( For Filling Protecion Wall )
Construction of Kuchcha Drain
Surface Drains Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307
Muck Disposal
Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as pe rdirection of engineer in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction( For Muck Point)
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions)( For Muck Point)
Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. (Placing tipper at loading point, loading with front end loader excluding time for haulage and return trip.)
Haulage excluding Loading & Unloading- Haulage of materials by tipper excluding cost of loading, unloading and stacking unsurfaced gravel road
Anil Mishra (BID ID -385505)
Rajeev Khanduri (BID ID -385371)
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