BRR : 11689808
Tender Brief : Tender For Amrut-2.0 - Pullithodi Kulam Renovation Project At Kondotty Municipality- (Project No. 11265)- 1 Pullithodi Kulam Renovation 2 50.2.3.1Pumping Or Bailing Out Water And Removing Slush Etc By Using Pump Set Including Cost Of Labour, Oil Hire Charges Of Pumpset, Etc Complete 3 15.9.2Demolishing Stone Rubble Masonry Manually / By Mechanical Means Including Stacking Of Serviceable Material And Disposal Of Unserviceable Material Within 50 Metres Lead As Per Direction Of Engineer -In- Charges:In Cement Mortar 4 Od74405/2026-2027Dr With Departmental Stone Dry Rubble Masonry-Dry Rubble With... Read More
Tender Value
₹
11,15,928
Submission Date
22-07-2026
Participated Bidder List
3 No of Bidder(s)
| Sr No. | Bidder Name | Bid Analytics | Technical Bid | Financial Bid | AOC | Bid Value | Rank |
|---|---|---|---|---|---|---|---|
| 1 | cnet-technologies | Bid Analytics | |||||
| 2 | cnet-technologies | Bid Analytics | |||||
| 3 | cnet-technologies | Bid Analytics |
Work Detail
tender for amrut-2.0 - pullithodi kulam renovation project at kondotty municipality- (project no. 11265)- 1 pullithodi kulam renovation 2 50.2.3.1pumping or bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete 3 15.9.2demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer -in- charges:in cement mortar 4 od74405/2026-2027dr with departmental stone dry rubble masonry-dry rubble with out concrete levelling course using departmental rubble including packing to compactness to lines and levels , labour charges etc complete as per direction of departmental officers at site 5 od392538/2025-2026earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, disposed earth to be leveled and neatly dressed. deepening depth (1.5 m to 3 m) 6 od392545/2025-2026earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, disposed earth to be leveled and neatly dressed. deepening depth (3m to 4.5 m) 7 2.6.1earth work in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by engineer-in-charge.all kinds of soil 8 13.33.1pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):flush/ ruled pointing 9 60.7.1dry rubble masonry _ dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of departmental officers at site 10 5.9.5centering and shuttering including strutting, etc. and removal of form for:lintels, beams, plinth beams, girders bressumers and cantilevers 11 5.22.6steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelthermo - mechanically treated bars of grade fe-500d or more 12 5.1.2providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) 13 4.1.3providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-iii)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) 14 50.6.1.1solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to is 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: cm 1:6 ( 1 cement : 6 coarse sand) etc complete
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