Directorate Of Municipal Administration Tender

Pg No- 149 Item No-16.28 vol 3 - Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work

Pg No-51 Item No-6.8.1 Vol 3 - Providing and laying 60mm thick factory made precast M -30grade Cement Concrete Paver Block as per IRC SP 63:2018 &IS 15658 for Cycle Tracks & Pedestrian Footpaths of approvedshape and colour, laid in required pattern and including over30mm thick compacted bed of coarse sand, filling the joints withfine sand etc. all complete as per the direction of Engineer-incharge.(WMM/WBM Base to be paid separately if necessary asper relevant technical specification)

Pg No-17 Item No-3.6 Morth 305 Vol 3 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Pg No-17 Item No-3.1 Morth 301 Vol 3 - Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work

Pg.No.15 Item.No. 2.1.3 Volume 1 - Providing and laying in position plain cement concrete for levellingcourse for all works in foundation. The granite/trap/basalt crushedgraded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost ofall materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formworkshall be paid separately) Mix 1:3:6Using 40 mm nominal size graded crushed coarse aggregates

Pg.No.16 Item.No2.3.1Volume 1 - Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. 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, 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

Pg.No.18 Item.No.2.11-hVolume 1 - Supplying, Fixing & Placing TMT Fe 550 Reinforcement in Foundation/ Substructure/ Superstructure complete as per Drawing and Technical Specifications.

Corrigendum 3 Sl No. 1A - Appendix I-Additionalities for Formwork, Centering

VOL 5 ITEM 16.8 PG 191 - Constructing brick masonry chamber of internal dimension 600x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover.