Local Self Government Department Tender

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)

11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

OD103755/2024-2025: Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface, mixing by mix in place method and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Soil gravel mixture/ quarry waste Code Description Unit Quantity Rate Amount Remarks/Input ref Unit = cum Taking output = 300 cum L-12 Mate Day 0.40000 617.00 246.80 L-31 Mazdoor (Skilled) Day 2.00000 617.00 1234.00 L-29 Mazdoor (Unskilled) Day 8.00000 558.00 4464.00 P&M-160 Three wheel 80 -100 KN Static Roller hour 30.00000 300.00 9000.00 P&M-165 Water tanker 6KL capacity hour 5.00000 150.00 750.00 MR Soil gravel mixture/ quarry waste cum 384.00000 783.11 300714.24 MR M-189 Water Kilo litre 30.00000 13.00 390.00 MR177 TOTAL 316799.04 cost for 300.0 cum 316799.04 cost for one cum 1056.0 say 1056.0

3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

OD103992/2024-2025: Supplying and Fixing Name Board of size 75*60 cm installed in the appropriate place visible to the public, made of masonry, with granite plate inserted and letters carved