Rural Development And Panchayat Raj Department Tender
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The RDPR has issued a formal invitation for competitive bids for the Rural Development And Panchayat Raj Department project, for Construction Of Anganavadi Building In K Basavanapura Village Chamarajanagara Taluk(sc) in Chamrajnagar, Karnataka, with an estimated contract value of Rs. 9,86,440. The bid opening date for this tender is 17-04-2025 and the last date for bid submission is 16-05-2025. Interested bidders for Rural Development And Panchayat Raj Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Rural Development And Panchayat Raj Department - RDPR Tender
Civil And Construction
Building Construction
Opening Date17 Apr 2025
Closing Date16 May 2025
Tender Amount₹ 9,86,440.69
Costs
EMD
₹ 7,500Document Cost
Refer DocumentsTender Fee
₹ 500
Description
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Contact
Tender Id
RDPR/2025-26/BD/WORK_INDENT14182Tender No
RDPR/2025-26/BD/WORK_INDENT14182Tender Authority
Rural Development And Panchayat Raj Department ViewPurchaser Address
-Website
http://https://www.tnrd.gov.in/
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Documents
BOQ Items
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code09 - Loft store/wash ---- AS PER KW1
0.4
9922
3968.94
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code07 - For Plinth Concrete ---- AS PER KW1
4.79
10264
49166.955
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code12 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. ---- AS PER KW1
28.58
1231
35181.98
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code15 - Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm
thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm,
pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer- in-charge: Profile C Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. ---- AS PER KW1
12.3
491
6039.3
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code05 - Filling available excavated earth (excluding rock)
in trenches, plinth, sides of foundations and other
similar works etc. in layers not exceeding 20cm in
depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1 ---- AS PER KW1
59.96
266
15949.36
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code03 - Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification
I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Foundation in CM 1:6 ---- AS PER KW1
16.01
6374
102047.74
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code16 - Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. ---- AS PER KW1
102.06
183
18676.98
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code01 - Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides
neatly dressed disposing off the excavated stuff or sorting & stacking the
selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of
labour, tools & other appurtenaces required to complete the work. ---- AS PER KW1
59.14
242
14311.88
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code02 - 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 40 mm nominal size graded crushed coarse aggregates ---- AS PER KW1
14.78
6156
90985.68
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code14 - 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 Buildings ---- AS PER KW1
2.12
89457
189648.84
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code04 - Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification
I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Basement in CM 1:6. ---- AS PER KW1
14.8
6448
95430.4
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code13 - Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining,
including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. ---- AS PER KW1
12.56
255
3202.8
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code11 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications ---- AS PER KW1
107.21
1310
140445.1
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