Loading…
Loading…
11,325 results • Best match
DEPOSIT- Industries Department - Kasaragod - 2025-26 - Construction of Internal Road at DP Chattanchal - General Civil Work - nil
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
New construction work from Village Pahara Kharka Road Km-01 to Sukaura Chanage 0.00 to 3.20 Km
(Construction Work 1000 mm Dia NP3)-07 Nos Earth work in excavation in foundation including all labour, material, T&P etc. required for proper comple tion of work as per Technical specification for rural roads clause 305.
18Genaral Work- Annual Plan- Pro.No- 445/2025-26- Construction of Protection wall at Melevila Muttathukonam Ela Road
Construction of Protection wall
Road construction work from the river embankment to Garhi via Junior High School in Gram Laraund under Development Block Maudaha.
Sand filling in plinth including supply of necessary quantity of sand approved quarry from the side of work & including watering ,dressing etc. Rate to include cost of all materials,labour and tools & plants,etc. required for proper completion of the work.
Construction of Bankhedi Umardha Mathni Sandiya road, Length 3.10 Km. under P.W.D. Sub Division, Pipariya. 1st Call, PAC Rs. 286.78 Lacs on Road Bridge Works SOR 11.04.2025 (Ammendment upto date), Completion period 120 days i/c rainy season.
Construction of Bankhedi Umardha Mathni Sandiya road, Length 3.10 Km. under P.W.D. Sub Division, Pipariya. 1st Call, PAC Rs. 286.78 Lacs on Road & Bridge Works SOR 11.04.2025 (Ammendment upto date), Completion period 120 days i/c rainy season.
NIT 1145 Construction & Maintenance Road Under MMGSVY PKG No Maragaon se jabarra Fatak ( Balance work), District- Dhamtari
Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501