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Tender Value
Refer Docs
EMD Value
₹50,115
Closing Date
21 May 2026, 10:30 pmClosed
Directorate of Municipal Administration
kiran kumar
Development of SLN extn and balaji Layout Roads at Konappan agrahara TMC Limit
DMA/2026-27/RD/WORK_INDENT57954
DMA/2026-27/RD/WORK_INDENT57954
Open
Roads
Two Tender Document System(Two Cover)
DMA TMC Konappana Agrahara
5 documents required · 5 mandatory
Minimum financial turnover (civil engineering construction works) not less than two times the annual payments from this contract (Rs. xxxxx Lakhs)
Satisfactoriy completed (atleast 90%) as prime contractor at-least one such similar work of value not less than Rs. xxxxxxx (80% of estimated cost of tender)
Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing works
List of works for which tenders already submitted
Banker Details for reference
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Satisfactory completed, at least one similar work such as Construction of Road in any ULB / Govt sector of Rs 12.52 lakhs
Executed minimum quantities of work in continuous period of 12 months as per attached Bid document
liquid assets and or availability of credit facilities of no less than Rs. 8.91 Lakhs(Credit lines/ letters of credit/ certificates from banks for meeting the fund requirement etc
Achieved in at least two financial years a minimum annual financial turnover of Rs.29.70 Lakhs
Class III and above Contractor License
₹750
₹50,115
6 May 2026
6 May 2026
22 May 2026
20 May 2026
Basic rate
Dewatering
2nd Cross
3rd Cross
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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (P.No.15, I.No.2.1.1Volume 1 Common S.R 2023-24)
Basic rate
Totral
2nd Cross
3rd Cross
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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (P.No.16, I.No.2.4.2 Volume 1 Common PWD S.R 2023-24)
Basic rate
Totral
3rd Cross
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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (P.No.16, I.No.2.4.2 Volume 1 Common PWD S.R 2023-24)
Basic rate
Totral
3rd Cross
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 (P.No.18, I.No.2.11(h) of Volume-I, Common PWD S.R 2023-24
Basic rate
Totral
Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drain age of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. (P.No.177, I.No.17.14 of Volume-2, Common S.R 2023-24
Basioc rate
2nd Cross
3rd Cross
Basic rate
Totral
2nd Cross
3rd Cross
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. pg no 17 item no 3.7 (305.3.4) Vol III of PWD S̤R
Basic rate
Total
2nd Cross
3rd Cross
Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. VOL 1 item no 1.8
Basic rate
Total
2nd Cross
3rd Cross
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. pg no 26 Item no 406 of PWD Vol III (Road and Bridges) item no 4.17
Basic rate
Total
2nd Cross
3rd Cross
Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of E ngineer - incharge of the work. (Groove cutting shall be paid seperately) Item no 6.6 pg n o 51 of KPWD VOl III S/R ( As per Issue rates)
Basic rate
Totral
2nd Cross
3rd Cross
Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge. (P.No.163, I.No.17.c of Volume-3 Common PWD S.R 2023-24) ---- As per bid document
Basic rate
Totral
2nd Cross
3rd Cross
Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (approx. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide). (P.No.163, I.No.17.c.4 of Volume-3 Common PWD S.R 2023-24) ---- As per bid document
Basic rate
Totral
2nd Cross
3rd Cross
Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (P.No.17, I.No.3.1 of Volume-3, PWD Common S.R 2023-24)
Basic rate
Totral
Total
Total
Rounding off /Lump sum
Total
Twenty One lakh Sixty five Thousand rupees Only
Junior Engineer
T M C Konappan agrahara
Assistant Executive Engineer
DUDC Bangalore urban
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balaji Layout.xlsx
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