SPECIAL REPAIR TO SEWAGE LINE, SEPTIC TANK AND SOAK WELL IN JCOS/ORS MD ACCN AT KHEMKARN AREA AND PROVN OF INTERLOCKING TILES NEAR BLDG NO P-15 AND P-16 IN NORTHERN SECTOR AT MIL STN KOTA

Amount

Excavation in trenches n.exc 1.50 m wide and n.exc 1.50 m in depth for foundation, laying pipe lines, manholes etc., or n.exc 10 Sqm on plan and getting out in soft/loose soil, complete all as specified and directed.

Excavation in trenches n.exc 1.50 m wide and exceeding 1.50m but n.exc 3.0 m in depth for foundation, laying pipe lines, manholes, etc., or n.exc 10 Sqm on plan and getting out in soft/loose soil, complete all as specified and directed.

Excavation over areas not exc 1.5 m deep and getting out in soft/loose soil, complete all as specified and directed.

Excavation over areas exc 1.5 m but not exc 3.0 m deep and getting out in soft/loose soil, complete all as specified and directed.

Returning filling in soil, including spreading, levelling, waterning and well ramming in layers not exc 25cm thick, complete all as specified and directed.

Removing excavated materials (soil) not exc 50 m distance and depositing where directed at a level not exc 1.5 m above the starting point, complete all as specified and directed.

Demolition and breaking up drain pipes 150mm dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortar complete all as specified and directed.

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

M&L for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, for 150mm bore of pipe complete all as specified and directed.

M&L for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested, for 100mm bore of pipe complete all as specified and directed.

M&L for 200 mm bore Reinforced concrete pipes, class NP2, laid and jointed with collars, complete all as specified and directed.

M&L for 150 mm bore Reinforced concrete pipes, class NP2, laid and jointed with collars, complete all as specified and directed.

M&L for 100 mm bore Reinforced concrete pipes, class NP2, laid and jointed with collars, complete all as specified and directed.

Demolition of brick work/stone boulder masonry, built in CM incl all quoins, arches, pillars etc but excluding ashlar facing, dressed stone work and precast concrete articles, complete all as specified and directed.

M&L for PCC 1:3:6 type C-2, using 40 mm graded stone aggregate, as in foundation, filling, mass concreting etc, complete all as specified and directed.

M&L walling of random rubble, uncoursed well bonded, bedded and solidly hearted, built in Cement Mortar 1:6, including finishing the joint, flush as the work proceeds complete all as specified and directed.

~Ditto- all as per item No 16.00 (here-in-before) but except stone complete all as specified and directed.

Extra over stone walling for hammer dressing with maximum depression on face from straight edge held against the dressed surface n exc. 40mm to face stones and dressing or face beds and joints, as specified, of random rubble walling, uncoursed or bourght upto courses complete all as specified and directed.

M&L brick work with pulverized fuel Ash-lime bricks (Fly ash bricks - old size), straight or curved on plan exc 6 m mean radius, built in CM 1:6, complete all as specified and directed.

BLANK

M&L for providing cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate as in lintels upto 1.5m 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, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating & including necessary form work complete all as specified and directed.

M&L for loose filling with broken brick aggregates of gauge 80 to 150 mm as in soakage pits, soakage wells etc & including spreading and levelling, complete all as specified and directed.

M&L for rendering 15 mm thick in CM 1:4 on stone masonry surfaces or on other than fair faces of brick masonry, finished fair and even complete all as specified and directed.

M&L for rendering 15 mm thick in CM 1:6 on stone masonry surfaces or on other than fair faces of brick masonry, finished fair and even complete all as specified and directed.

Dismantling of stone slabs and tiles of any description or thickness in floors, man hole covers, aprons etc. complete all as specified and directed.

M & L for 50mm thick rough dressed stone slabs for manhole covers n.exc 2 mtr in length, punched dressed on face and along exposed edges, self faced on other side and sets and pointed in cement mortar 1:4 complete all as specified and directed.

Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided complete all as specified and directed.

M&L for providing precast cement concrete 1:2:4, type B-1 using 20 mm graded stone aggregate as in landings, cover slabs (for manholes etc), chajjas, water troughs, mangers, shelves and similar articles with plain faces & including necessary formwork, set in CM 1:4, complete all as specified and directed.

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

~Ditto~ all as per item No 29.00 (here-in-before) but 5 to 10 mm dia mild steel TMT bars as in stirrups, spacers and binders etc complete all as specified and directed.

M&L TMT bars, 6 to 8 mm dia, cut to length, bent to shape required including cranking, bending spirally for hooping for column, hooking ends and binding with and incl MS wire (annealed) not less than 0.9 mm dia complete all as specified and directed.

M&L for PCC 1:2:4, type B-1 (using 20mm graded stone agg) mixed with integral water proofing compound as per manufacturer's instruction as in surface channel and drains/ benching inside manholes including necessary formwork and finishing the exposed surface even & smooth without using extra cement, complete all as specified and directed.

M & L for reinforced cement concrete Design Mix M-25 as in foundations, including rafts, footings, foundations beams, plinth beams, bases for columns etc, basement slabs, under reamed piles and mass concrete complete all as specified and directed. Note for RCC items :- Reinforcement and formwork shall be measured and paid for separately under respective items of the BOQ.

M & L for reinforced cement concrete Design Mix M-25 as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed.

M & L for reinforced cement concrete Design Mix M-25 as in columns, pillars piers, posts & struts etc complete all as specified and directed.

M & L for reinforced cement concrete Design Mix M-25 as in beams, cantilevers, bressummers and lintels over 1.5m span complete all as specified and directed.

M & L for reinforced cement concrete Design Mix M-25 as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.

Form work (rough finished surfaces) to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter, complete all as specified and directed.

Form work (rough finished surfaces) to sides of concrete foundations, column footings, bases of columns, raft and raft beams, sides and soffits of plinth beams or other similar works, vertical or to batter for rough finished surfaces, complete all as specified and directed.

Form work (rough finished surfaces) to sides of columns, pillars, piers, posts, struts, boundary pillars and stanchions etc complete all as specified and directed.

Form work (rough finished surfaces) to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc., complete all as specified and directed.

Form work (rough finished surfaces) to soffits of suspended slabs such as roof slabs, floor slabs, landing and similar works, not exc 200 mm thick complete all as specified and directed.

Supply only approved liquid water proofing compound, complete all as specified and directed.

S&F PVC (SWR) pipe 75 mm bore, single socketed, in any length with rubber ring joints and fixed to wall, ceiling or floors complete all as specified and directed.

S&F PVC (SWR) vent cowl 75 mm dia, incl jointing to waste pipe with solvent cement, complete all as specified and directed.

M&L cutting into existing manholes for connecting new drain (for 200 mm bore pipe), making good to pipe and rendering, cutting out existing benching for forming branch channel (half round or 3/4 section) in cement concrete 1:2:4 type B-1 or smooth finishing and reforming benching as required complete all as specified and directed.

M&L cutting into existing manholes for connecting new drain (for 150 mm bore pipe), making good to pipe and rendering, cutting out existing benching for forming branch channel (half round or 3/4 section) in cement concrete 1:2:4 type B-1 or smooth finishing and reforming benching as required complete all as specified and directed.

Surface excavation not exc 30 cm deep and averaging 15 cm deep and getting out in soft/loose soil, complete all as specified and directed.

M&L hardcore (broken stone) of gauge not exc 63 mm, deposited spread and leveled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and directed.

M&L 100 mm thick PCC 1:4:8 type D-2, using 40 mm graded stone aggregate, as in sub base of floors etc, finished even and fair to receive floor finishes complete all as specified and directed.

M&L for machine pressed precast concrete interlocking paver block any shape and size made with grey cement and pigment, confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade, laid over and including 25 mm thick sand cushioning, complete all as specified and directed.

M&L precast (factory casted) cement concrete kerb stone casted in PCC 1:3:6 type C-1 using 20 mm graded stone aggregate with plain or interlocking joints (as directed) including making groove in ground of desired dimension, including weathering, slightly rounded or chamfered angles, placing in position, set and jointed in CM 1:4, making good distrubed surface of ground complete all as specified and directed.

M/S. EAST ENGINEERS

PRADEEP SINGH RATHORE

SHIVA CONSTRUCTION COMPANY

Pioneer Enterprises

Shiv Construction Company