SPL REPAIR TO SEWAGE PIPE LINE AND MANHOLE INSIDE/ OUTSIDE FORT CANTT INCL EME LINE AT FORT CANTT ALLAHABAD UNDER GE (EAST) ALLAHABAD

Amount

Demolition of cement concrete (unreinforced) in ground floors and pavings not exc. 15 cm thickness (below or above ground level) complete all as specified and directed.

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

Demolition of brick work or stone/ boulder masonary, built in cement mortar or cement lime mortar including all quions, arches, pillars, etc. but excluding ashlar facing, dressed stone work and precast concrete articles etc. complete all as specified and directed.

M&L for plain Cement concrete 1:3:6 Type C1 using 20 mm graded stone aggregate as in suface channels and drains including forms/ moulds etc. complete all as specified and directed.

M&L for brick work with Fly Ash old size bricks, straight or curved on plan exceeding 6m mean radius built in cement mortar 1:4 complete all as specified and directed.

All as per item No. 5 here in before but except bricks complete all as specified and directed. Note- Old serviceable bricks obtained from demolition shall be reused.

M&L for precast cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in manhole, drain covers, shelves and similar works set in cement mortar 1:4 including necessary formwork complete all as specified and directed.

M&L for rendering 15mm thick in CM 1:6 on fair faces of brick work or concrete surface of wall and finished surface even and smooth without using extra cement mixed with WPC @ 3% by weight of cement or as per manufacturer's instruction complete all as specified and directed. Note :- WPC shall be measured and paid separately as supply only under item No. 9.00 of this BOQ.

Supply only Integral water proofing compound complete all as specified and directed.

Desluding/dewatering/cleaning of existing manhole of depth not exceeding 2.0m deep any size of MH by any means ie mechanically or manually operated by taking out off sludge or solid waste night soil (silt) in any proportion and silted soil from the existing septic tank/ manhole of any size and including working under foul condition and depositing the removed sludge rubbish etc from the premises complete all as specified and directed by Engineer in charge. NOTE :- (a) Sludge or soil night waste soil (silt) will be disposed off the area out of premises of MOD land and covered the same by bleaching powder @ 1.5 Kg/Sqm over surface of night soil or sludge. (b) Depth of manholes shall be measured by tamping rod before cleaning.

Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan, not exc 1.5m in depth and getting out in soft/ loose soil complete all as specified and directed.

Returning filling in with the earth obtained from excavation including spreading,levelling and well ramming in layers n. exc. 25cm thick complete all as specified & directed.

Removal of surplus excavated soil to a distance n.exc. 50mtr and depositing where directed at a level n.exc. 1.5 mtr above starting point complete all as specified & directed.

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete of size 200mm bore set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete of size 300mm bore set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete of size 150mm bore set in cement mortar complete all as specified and directed.

M&L for reinforced concrete pipes 200mm bore, class NP3, laid and jointed with collars in cement mortar (1:1) and tested complete all as specified and as directed.

M&L for reinforced concrete pipes 300mm bore, class NP3, laid and jointed with collars in cement mortar (1:1) and tested complete all as specified and as directed.

S&F 150mm bore Salt-glazed stoneware drain pipes grade 'A' laid in trenches and jointed complete all as specified and directed.

M&L for Concrete bed to 200mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in Cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate ,complete all as specified and directed.

M&L for Concrete bed to 300mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in Cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate ,complete all as specified and directed.

M&L for Concrete bed to 150mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested in Cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate ,complete all as specified and directed.

Dismantling of cast iron pipe jointed in cement mortar of any description 75mm or 100mm bore complete all as specified and directed.

M&L for cast iron, soil waste and vent pipes (spun pipes) in any length with or without ears, with cement joints, laid in trenches or laid in floors for 100mm bore pipe complete and all as specified and directed.

S&F in repair for 100 mm bore cast Iron bends (any radius) diminishig pieces or tapers (larger bore measured) complete and all as specified and directed.

S&F in repair cast iron branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches, 100 mm bore with cement joints, fitted with oval access doors complete all as specified and directed.

S&F in repair Salt-glazed stoneware gully trap of size 150mm x 150mm square or round mouthed, type P, complete all as specified and directed.

Demolition of reinforced cement concrete in main hole cover/ drain cover slab (reinforcement cut as required to facilitate demolition) complete all as specified and directed.

M&L for precast reinforced cement concrete 1:2:4, type B-1 (using 20 mm graded crushed stone aggregate) as in cover slabs (for manholes/drain etc), shelves and similar articles with plain faces including necessary moulds and setting in cement mortar 1:4 complete all as specified and directed. Note :- (Reinforcement shall be measured and paid separately under item No. 30 of this BOQ)

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

M&L for cutting of existing bituminous road, dismantling of soiling etc n.exc 1.5m in width and n.exc 1.5m in depth including excavation, earth work for dismantling of existing sweage line any dia and making good the disturbed surface by earth filling, 150m thick (compected thickness) hard core of broken stone aggregate n.exc 63mm in size and finish the surface with and including 100mm thick PCC 1:2:4 type B1 (using 20mm graded stone aggregate), finished even & fair including removal of debries complete all as specified and directed.

ANJALI CONSTRUCTIONS

M/s M A Traders

Frends Enterprises