138WE/L-123/2024-25

Amount

Excavation over areas in hard/ dense soil not exc 1.5 mtr deep and getting out complete all as specified and directed.

All as per item No 01 above, but depth exc 1.5m not exc 3.0 m.

Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc. and removing rubbish off the premises where directed, complete all as specified and as directed.

Demolition of unreinforced cement concrete of any description and any position not otherwise specifically provided for complete all as specified and directed.

M&L for providing PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm., complete all as specified and directed by Engr-in-Charge.

Removing of surplus spoil to a distance not exc 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and directed.

M&L for concrete bed in cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate to drain pipes including packing under haunching against the sides of pipes after they are laid tested for bore of pipe upto 200mm dia complete all as specified and directed.

M&L for 150mm dia bore (inner dia) double wall corrugated HDPE pipe (SN-8) in any length including all fitting and jointing with elastomeric rubber link and cuppler/other jointing material laid in trenches or in floors complete all as specified and directed.

M&L for 200mm dia bore (inner dia) double wall corrugated HDPE pipe (SN-8) in any length including all fitting and jointing with elastomeric rubber link and cuppler/other jointing material laid in trenches or in floors complete all as specified and directed.

M&L for precast solid blocks in cement concrete 1:3:6 type C1 (using 20mm graded crushed stone aggregate ) as in block masonry exc 10cm in width and setting in CM 1:6 complete all as specified and directed.

M&L for reinforcd cement concrete (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like set in cement mortar 1:6 including necessary formwork complete all as specified and directed.

M&L for TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L for PCC 1:3:6 type C-2 using 40mm graded crushed stone aggregate in surface channels and drain complete all as specified and directed.

M&L for rendering 15mm thick on brick masonry surfaces in cement mortar 1:4 finished even & smooth (without using extra cement) including mixing of integral water proofing compound in the proportion as mentioned in manufacturer's instructions, complete all as specified and directed. Note:- (Water proofing compound to be measured and paid for separately as supply only).

Supply only Liquid water proofing compound.

M&L for 75mm thick for PCC 1:3:6 type C-1 (using 20mm graded crushed stone aggregate) as in plinth protection, complete all as specified and directed

S&F 75 mm bore PVC (SWR) bends ISI marked any radius complete all as specified and directed.

S&F 110 mm bore PVC (SWR) bends ISI marked any radius complete all as specified and directed.

S&F of 110 mm bore PVC (SWR) junction single 'T' ISI marked equal or unequal complete all as specified and directed.

S&F of 75mm bore PVC (SWR) junction single 'T' ISI marked equal or unequal complete all as specified and directed.

S&F 75 mm dia PVC (SWR) pipes ISI marked, single socketed, in any length with rubber ring joints fixed to walls complete all as specified and directed.

S&F 110 mm dia PVC (SWR) pipes ISI marked, single socketed, in any length with rubber ring joints fixed to walls complete all as specified and directed.

S&F PVC (SWR) gully trap 125/110 mm, ISI marked, set and jointed with solvent cement complete all as specified and directed.

S&F 75 mm PVC Nahani trap, ISI marked set and jointed with solvent cement and fixed in cement concrete (1:2:4) type B-1, complete all as specified and directed.

S&F 75mm PVC (SWR) floor trap ISI marked plain with grating including jointing with solvent cement complete all as specified and directed.

S&F of 75 mm bore PVC (SWR) branch piece single 'Y' ISI marked equal or unequal complete all as specified and directed.

S&F of 110 mm bore PVC (SWR) branch piece single 'Y' ISI marked equal or unequal complete all as specified and directed.

Cutting into existing man holes for connecting new drains, making good to pipes and rendering cutting out existing branching & forming branch channel in cement cocrete 1:2:4 type B-1 smooth finished and reforming benching as required for 150/200mm pipe complete all as specified and directed.

S&F Vitreous China squatting pan "Orissa pattern", size 580 x 440 mm white, with integral foot rest (excluding flushing cistern and flush pipe) including P or S trap connection to trap, and to flushing pipe anti syphonoge pipe etc. including making good floor complete all as specified and directed .

S&F Vitreous China wash down water closet pan (pedestal pattern) white (excluding flushing cistern and flush pipe) and including fixing of the components viz. pedestal pan with "P" or "S" trap, seat and cover for pedestal pan, flushing cistern, brackets, chain and pull or lever handle, flushing pipe including jointing to socket of flushing rim and connecting pipe to union of flushing cistern, inlet and over flow pipe, anti-syphonage pipe or stopper fixed as in repairs complete all as specified and as directed. Note:- Flushing cistern and flush pipe as required shall be measured and paid for under supply only separately.

S&F grating doom 150mm dia of PTMT (Minimum weight 100 Gms) complete all as specified and directed.

Supply only PVC valve less, syphonic action type, white low level flushing cistern of capacity 10 litre with inlet ball valve float and handle including brackets and 32 mm dia PVC flush pipe complete all as specified and directed.

S&F Vitreous China Urinal full stall type white (excluding flushing cistern flush pipe and wast pipe), complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2 securing urinal to plugs with and including 60mm long brass screws, pointing around urinal back in cement fixing automatic flushing cistern with brackets, flush pipe grating and union for discharge pipe complete all as specified and directed.

S&F PVC 32mm dia waste pipes all as specified and directed.

S&F PVC connections 15mm size with PTMT nuts of length 450mm complete all as specified and as directed.

S&F PVC connections 15mm size with PTMT nuts of length 600mm complete all as specified and as directed.

M&L for soakage well of 3 mtr internal dia at top and min 1.80 mtr dia at bottom having min 4.50 mtr height of 380 mm thick random rubble uncoursed stone masonry wall in CM 1:6 with 150 mm thick PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) below stone masonry at bottom and RCC slab using design mix M-25 with reinforcement 10 mm dia bars @ 150 mm c/c bothways cranked at 1/4th of the span including arrangement for manhole poening and manhole cover, inlet for 100/150 mm dia pipe and rest all as specified as per Drg No CESZ/TD-1078/2011 sheet 1/1. Note : The rate inculdes excavation in any type of soil and construction of soakage well as per drawing connection of inlet pipe, 100 mm dia PVC vent pipe with cowl, returning, filling and removing of surplus soil to a distance exc 50 mtr but not exc 100 mtr from site, complete all as specified and/or as directed by Engr-in-Charge.

Provn of 100 users RCC septic tank designed to carry sewage water, excavation in any type of soil, PCC 1:4:8 below foundation, RCC M-30 Design Mix in walls, base slab baffle walls and roof slab including beams etc. with vent shaft manhole openings with cover connection etc. complete as per TD CELZ/TD/ST-3009 (Sheet No 1/4 to 4/4). Note :- The rate inclueds excavation in any type of soil and construction of septic tank as per drawing connection of inlet pipe, returning, filling and removing of surplus soil to a distance exc 50 mtr but not exc 100 mtr from site above the starting point after laying of pipes and testing complete including watering and well ramming in 25cm layers complete all as specified and/ or as directed by Engr-in-Charge.

M&L for walling of squared rubble, regular coursed, well bounded, bedded and solidly hearted built in CM 1:6 complete all as specified and directed.

M&L for providing PCC (1:3:6) type C-1 using 20mm graded crushed stone aggregate as in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, water troughs and the like including weathering, slightly rounded or chamfered angles and throating, complete all as specified and/or as directed by Engr-in-Charge.

M&L for raised pointing to random or polygonal rubble uncoursed or brought upto courses masonary in cement mortar 1:4 complete all as specified and directed.

M/S SHEYSHAN ENTERPRISES (BID ID -3497836)