PROVN OF 02 X SEPTIC TANK (150 USER) AND SEWER LINE OF CERTAIN UNIT 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 not exc 1.50 m wide and exc 1.50 m but not exc 3.00 m in depth for foundation, laying pipe lines, manholes etc., or n.exc 10 Sqm on plan and getting out in any type of 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 any type of soil complete all as specified and directed.

Excavation over areas exc 3.0 m but not exc 4.5 m deep and getting out in any type of soil complete all as specified and directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cms thick in soft / loose soil 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.

M & L for loose filling with broken stone aggregates of gauge 80 to 150 mm size in soakage pits/soakage wells or any other place & including spreading & levelling complete all as specified and directed.

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

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

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

M&L for providing cement concrete 1:2:4 type B-1 using 20 mm graded crushed 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 providing cement concrete 1:2:4 type B-2 using 40 mm graded crushed stone aggregate as in surface channels, drains and benching inside manhole & including necessary formwork, finished to required shape complete all as specified and directed. Note :- Forming fair finished channel shall be measured and paid separately under respective item of the BOQ.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement & including forms, moulds mitred/stopped ends etc complete all as directed. Note :- Measurment shall be taken only for inner girth.

M & L for providing cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate mixed with integral water proofing compound as per manufacture's instruction as in surface channels & drains or top bedding layer of septic tank, finished the surfaces of concrete even and smooth using extra cement complete all as specified and directed. Note :- WPC shall be measured and paid separately under respective item of the BOQ.

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

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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.

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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 (fair 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.

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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 (horizontal or sloping) complete all as specified and directed.

S&F cast iron (sand cast) soil, waste and vent pipe 100 mm bore in any length with or with out ears with cement joints fixed to walls, complete all as specified and directed.

S&F cast iron vent cowls 100 mm dia, incl jointing to waste pipe with solvent cement, complete all as specified and directed.

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

M&L 150 mm bore Reinforced concrete pipes, class NP2, laid in trenches and jointed complete with collars, 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 providing precast cement concrete 1:2:4, type B-1 using 20 mm graded crushed stone aggregate as in landings, cover slabs (for manholes/ drain 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 srl item No 37.00 (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 for mild steel TMT bars 6 mm to 8 mm dia, 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.

Shiv Construction Company

L P Singh and Co.