Construction of Retaining Wall for Protection of internal roads at Lalchara Crematorium Under Ward number 04 KMC Khowai during the year 2025 26.

2.8 Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer |with ½ tonne roller or wooden|or steel rammers, and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m: -All kinds of soil

2.19 Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including |spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and |compacting each layer by using plate compactor or by any suitable method complete.

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: 4.1.5 1:3:6( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)

5.19 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.19.1 Thermo mechanically treated bars of grade fe 500D

5.8 Centering shuttering including struttings, propping etc. and removal of form work for: 5.8.3 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply

6.1 First class brick work in foundation and plinth including cost of all materials as required complete: In cement mortar 1:6 (1 cement: 6 fine sand ).

12.1 12 mm cement plaster of mix 308.00 12.1.2 Cement mortar 1:4 (1 cement :4 fine sand)

12.10 Neat cement punning

5.3 Reinforced cement concrete work in beams,suspended floors, roofs having slope upto 15°landings, balconies, shelves, chajas, lintels, bands,plain window sills, staircases and spiral stair casesupto floor five level excluding the cost of centring, shuttering, |finishing and reinforcement 5.3.1 1:1:2 ( 1 Cement: 1 fine sand:2 graded)