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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹5.6 Laccepted-finance | ₹5.6 L | accepted-finance |
Tender Value
₹6.3 L
EMD Value
₹15,831
Closing Date
14 May 2026, 10:30 pmClosed
Mangalore University
Sri Girish Mayya - Engineer-
Re tender for Constructing RCC drain and concrete retaining wall by the side of play ground at University college, Mangalore
MU/2025-26/OW/WORK_INDENT29/CALL-2
MU/2025-26/OW/WORK_INDENT29/CALL-2
Open
Other Works
Electronic Documents, First(One Cover)
Mangalore University Mangalore
4 documents required · 4 mandatory
₹500
₹15,831
14 May 2026
29 Apr 2026
14 May 2026
Name of Work: Constructing RCC drain and concrete retaining wall by the side of play ground at University college, Mangalore - Head of Account - 1507.
SL.NO I.NO SPECIFICATION UNIT QNT RATE AMOUNT RS
1 I.No. 1.14.1 P.No.8 Vol.1 (SR. 2023-24) Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m Cum 102.00 114.24 11652.48
2 I.No. 2.1.6 P.No. 15 Vol.1 (SR. 2023-24) Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates Cum 6.75 6992.16 47197.08
3 2.4.3 P.No. 16 & P.No. 111 Sl.No.4 Vol.1 Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Cum 30.15 9580.03 288837.90
4 I.No. 2.11(h) P.No. 18 Vol.1 (SR. 2023-24) Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Tonne 3.02 88492.32 267246.81
5 101.4P.No. 113 Vol.5 (SR. 2023-24) Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For: PVC pipes 63mm dia., 6 kg/sqcm & class 3 m 30.00 180.32 5409.60
6 P.No. 7 I.No. 1.10 Vol.1 (SR. 2023-24) Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications Cum 72.00 179.2 12902.40
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