SPECIAL REPAIR TO SEWAGE LINE AND MANHOLES FROM SEWAGE SUMP NO 6A TO SEWAGE SUMP NO 6B AND OTHER SANCTIONED WORK UNDER GE WEST FEROZEPUR CANTT

Amount

Excavation in trenches, n exc 1.50 m wide and 1.50 m in depth and getting out in hard/dense soil including clearing away all grass vegetation, saplings, shrubs, roots and trees not exceeding 30 cm girth and removing rubbish complete all as specified.

Excavation in trenches, n.exc 1.50 m wide and 3.0 m in depth and getting out in hard/dense soil including clearing away all grass vegetation, saplings, shrubs, roots and trees not exceeding 30 cm girth and removing rubbish complete all as specified.

Earthwork in excavation by mechanical means(Hydraulica excavator)/in foundation trenches or drains (not ecxeeding 1.5 m in width or 10 sqm on plan),including dressing of sides and ramming of bottoms,lift upto 1.5 m ,including getting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.

Excavating in trenches, not exc. 1.5 mtr wide and not exc. 1.5 mtr depth for cesspits, manholes etc. and getting out soft/loose soil even in foul position complete all as direcetd.

All as per Item No- 4 but depth exc. 1.5 mtr but n.exc. 3.00 mtr

All as per Item No- 4 but depth exc. 3.00 mtr but n.exc. 4.50 mtr

Excavating over areas, n exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed.

Excavating over areas, exc 1.5m deep but n exc 3.00 mtr and getting out in hard/dense soil complete all as specified and directed.

Excavating over areas, exc 3.00 m deep but n exc 4.50 mtr and getting out in hard/dense soil complete all as specified and directed.

Excavation in trenches not exc. 1.5 mtr wide and exc. 1.5 mtr but exc 1.5 mtr depth for cesspits, manholes etc. and getting out soft/loose soil even in foul position complete all as specified and as direcetd.

Returning, filling in, including spreading, leveling, watering and well ramming soft/loose soil in layers n. exc 25 cm thickness

Removing excavated soil n exc 50 m and depositing where directed at a level n exc 1.50 m above the starting point

Demolition and breaking of drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia 450 mm complete all as directed.

Demolition and breaking of drain pipe (SGSW/PVC/RCC etc) set in cement mortar of internal dia 300 mm complete all as directed.

Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 200 mm.

Demolition and breaking up salt glazed stoneware (SGSW) drain pipes set in cement mortar internal dia of pipe 150 mm.

M & L for PCC 1:3:6 type C2, (using 40 mm graded aggragate) as in concrete bed to 200 mm bore drain pipe including packing under and hunching against the sides of pipes after pipe laid and tested complete all as directed.

M & L for PCC 1:3:6 type C2, (using 40 mm graded aggragate) as in concrete bed to 150 mm bore drain pipe including packing under and hunching against the sides of pipes after pipe laid and tested complete all as directed.

M & L cement concrete 1:3:6 type C2 as in bed to drain pipes including packing under and haunching against the sides of pipes after they are laid & tested for 200 mm bore pipe

All as per ser item No-19 but for 150 mm bore pipe

M&L for 250 mm dia reinforced concrete pipes, class NP-2 , laid and jointed complete with collars complete all as specified and directed.

M & L for 200 mm bore reinforced concrete pipes,Class NP-3 , laid and jointed complte with collars including rubber ring joints complete all as specified and directed.

M & L for 150 mm bore reinforced concrete pipes,Class NP-3 , laid and jointed complte with collars including rubber ring joints complete all as specified and directed.

M & L 200 mm dia reinforced concrete pipes,class NP2 laid and jointed complete with collars in trenches as specified

All as per ser item No 24 above but 150 mm bore pipe.

M & L for PCC 1:4:8 type D2, (using 40 mm graded aggragate) as in concrete bed to 250 mm bore drain pipe including packing under and hunching against the sides of pipes after pipe laid and tested complete all as directed.

Cutting into existing manhole for connecting new drain, making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in PCC1:2:4 type B1, smooth finished and reforming benching as required for internal pipe of dia 450 mm complete all as directed.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for & forming branch channel (1/2 round or ¾ section) in cement concrete 1:2:4 type B1 smooth finished and reforming branching as required for 150 mm dia pipes

Taking down cement plaster from inside/outside of existing septic tank/manhole/walls etc including racking out joints, hacking for key scrubbing down with water and removal of rubbish off the premises complete all as directed.

Rendering/plastering, 15mm thick in cement mortar (1:4) on any face of brick walls or concrete surfaces,, surfaces finished even and smooth without using extra cement complete all as specified.

Supply only integral water proofing compound complete all as directed.

Demolition of PCC of any description and in any position as in not otherwise specifically provided for

Demolition of cement cocrete (unreinforced) not exceeding 15 cm thickness (above or below ground level) complete all as directed.

Cement concrete (1:4:8) type D2 40mm graded agg in foundations, filling and mass concrete complete all as specified and directed

M&L for cement concrete type B2 1:2:4 (40mm graded aggregate) in surface channels and drains

Providing cement concrete 1:2:4 type B1 (20mm graded agg) in win- dow or door cills, lintels, bressumers, steps, quoin blocks (for use with masonry), string courses, copings. kneelers, apex stones, ier aps, columns, posts, boundary pillars, bed plates, pintle blocks, ancho-rage blocks, bonders (for stone wallin). corbels, brackets, etc. (of any section indicated), with plain fair faces,including chamfers, weatherings, throating etc. and setting in cement mortar 1:6 complete with joints to match complete all as specified.

Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required.

S&F cast iron soil, waste and vent pipes of 100 mm bore in any length with or without ears with cement joints fixed to wall complete all as specified and directed.

All as per ser item No 38 above but fixing only

S&F CI bends of 100 mm bore diminishing pieces or tapers including jointing with CM 1:3 and making good complete all as specified.

S&F 100mm bore Branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches.

S&F cast iron soil, waste and vent pipes of 75 mm bore in any length with or without ears with cement joints fixed to wall complete all as specified.

All as per ser item No 42 but fixing only

S&F CI bends of 75 mm bore diminishing pieces or tapers including jointing with CM 1:3 and making good complete all as specified.

S&F 75mm bore Branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches

Demolition of brick work built in cement mortar of any specification and in any position complete all as specified.

Brick work in cement mortar 1:6 using sub class ‘B’ old size bricks, straight or curved on plan exceeding 6 metre mean radius complete all as specified.

All as per ser item No 47 but except bricks.

Demolition of reinforced cement concrete (reinforce-ment cut as required to facilitate demolition) of any description and in any position not otherwise specifically provided for and removing debris outside MD land complete all as specified.

M/L RCC 1:2:4 type B1 using 20mm graded aggregate as in Precast cover slab , shelves and similar articles and setting in mortarcomplete with joints to match complete all as specified

S&F Mild steel 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.

Cleaning of existing manhole of any size including removing & re-covering of RCC/CI cover of depth not exc 1.5 mtr by bailing out water/sewage by mechanical pump or manually including mouth of sewage line and removing the deposited residual sludge/debries to a distance not exc. 50 mtr and buried in the ground complete including cleaning sewage line by rodding manhole to manhole complete all as diercted.

Cleaning of existing manhole of any size including removing & re-covering of RCC/CI cover of depth exc 1.5 but n. exc 3.00 mtr by bailing out water/sewage by mechanical pump or manually including mouth of sewage line and removing the deposited residual sludge/debries to a distance not exc. 50 mtr and buried in the ground complete including cleaning sewage line by rodding manhole to manhole complete all as diercted.

Cleaning of sewage pipe lines of dia exc 100mm and not exc. 250mm systematically by passing/rodding ropes,knots,bamboo/wire/kandi, rotary cleaning rods complete all as specified and directed.

Providing cement concrete type B1 1:2:4 (20 mm graded aggregate) as in copings to brick wall, kneelers,bedplates and all other similar works including necessary form work complete all as specified and directed.

M&L for PCC (1:3:6), type C2 (40 mm graded aggregate ) in foundation filling and mass concrete for bottom of manhole complete all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, mounds, mitred/stopped end etc.

M&L for RCC(1:2:4), type B1 (using 20 mm graded stone aggregate) cement concrete cover slab for manhole and similar article with plain face, including necessary form work complete all as specified and direceted.

S&F deformed or twisted TMT bars 8 mm dia cut to length bent to shape required including cranking binding with MS wire (annealed) not less than 0.9 mm dia complete all as specified and as directed.

M&L for RCCType B 0 1:2:4 (12.5mm graded aggregate) for slabs supported on walls, beams and collumns in floors, roofs, landings, balconies, canopies , deck slabs and in the shelves and the like and all other similar works complete all as specified and directed.

Use and waste of formwork to to rough finished flat surfaces to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) complete all as specified and directed.

S&F for mild steel work in nosing to steps, rungs including bedding in concreting etc and all other similar works conforming to Fe- 290 Gde E-165 complete all as specified and directed.

Harmesh Kumar Sharma and Sons

GS and Co

M/s Surjit Singh and bros

Brar Enterprises

Vee Vee Enterprises

M/s AH Construction Co.

JAWAHAR CONSTRUCTION COMPANY

KAILASH CONSTRUCTION COMPANY

CHETAK CONSTRUCTION COMPANY