SPECIAL REPAIR TO DRAIN, SEWAGE LINE, SEPTIK TANK AND SOAKAGE WELL AT MALL ROAD, JS ARORA AND G N ROAD OFFICERS MD ACCN UNDER GE (WEST) JALANDHAR CANTT

Amount

Excavation in trenches not exc. 1.5 m wide and n. exc. 1.5m in depth for foundation, etc, or for shafts,wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil including trimming bottom and sides of trenches, levelling/ gradient/ slopes and ramming bottom of trenches complete all as specified and as directed.

Excavation in trenches exc. 1.5 m wide and n. exc. 3.0m in depth for foundation, etc, or for shafts,wells, cesspits, manholes, pier holes etc. and getting out in soft/loose soil including trimming bottom and sides of trenches, levelling/ gradient/ slopes and ramming bottom of trenches complete all as specified and as directed.

Returning filling in, including, spreading, leveling and well ramming in layers not exceeding 25cm complete all as specified and directed.

Removing excavated material to a distance n exc 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.

Demolition and breaking up drain pipes (SGSW, AC or reinforced concrete pipe) 100mm internal dia set in cement mortar complete all as specified.

Demolition and breaking up drain pipes (SGSW, AC or reinforced concrete pipe) 150mm internal dia set in cement mortar complete all as specified.

Demolition and breaking up drain pipes (SGSW, AC or reinforced concrete pipe) 200mm internal dia set in cement mortar complete all as specified.

Material and labour for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in concrete bed to 100mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

Material and labour for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in concrete bed to 150mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

Material and labour for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in concrete bed to 200mm bore drain pipes including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.

Material and labour for 100mm bore reinforced concrete pipe, class NP2, laid and jointed with collars complete all as specified and directed.

Material and labour for 150mm bore reinforced concrete pipe, class NP2, laid and jointed with collars complete all as specified and directed.

Material and labour for 200mm bore reinforced concrete pipe, class NP2, laid and jointed with collars complete all as specified and directed.

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

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

Material and labour for PCC (1:3:6) type C-2 (using 40mm graded stone aggregate) as in foundation filling, mass concrete, manhole bed, septic tank, soakage well etc complete all as specified and directed.

Material and labour for providing PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in coping, channel,benching/ haunching of manhole, drain, laid to shape and slope, slightly rounded or chamfred angle and throating including necessary form work etc complete all as specified and directed.

Material and labour for precast cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate and set in cement mortar (1:6) as in manholes cover slabs, septic tanks, drain covers, chajjas, shelves and similar articles with plain fair faces, including chamfers, weatherings, throating and necessary form work etc complete all as specified and directed.

Material and labour for mild steel 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 0.90mm dia or securing with clips quality confirming to Fe-500 complete all as specified and directed.

Material and labour for cutting into existing manholes/ septic tank for connecting new drains, making good to open and rendering, cutting out existing benching for forming branch, channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B-1 and making good pipe and reforming benching as required finishing even and smooth complete all as specified and directed.

Material and labour mild steel rungs made out of 16mm dia round bars made to shape complete all as specified and directed.

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

Material and labour for brick work with sub class 'B' bricks, old size, straight or curved on plan exceeding 6 mtr mean radius and built in cement mortar (1:4) complete all as specified and directed.

Material and labour for brick work with sub class 'B' bricks, old size, straight or curved on plan exceeding 6 mtr mean radius and built in cement mortar (1:4) but except brick complete all as specified and directed. (Old bricks dismantled under respective item shall be reused with cleaning of old bricks.)

Taking down cement plaster of any description on brick or concrete surfaces etc. including raking out joints, hacking for key, scrubbing down with water etc. complete all as specified and as directed.

Material and labour for 15mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces, mixed with water proofing compound,surface finished even and smooth without using extra cement complete all specified and as directed. Note: Water proofing compound shall be measured separately.

Material and labour for 15mm thick rendering in cement mortar 1:6 on other than fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all specified and as directed.

Material and labour for preparation of newly plastered surfaces of walls etc. and applying two coats of white wash complete all as specified and directed.

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

Supply and fixing in repair 110 mm bore PVC (SWR) pipes single socketed in any length with rubber joints fixed to walls complete all as specifid and as directed.

Supply and fixing 110mm bore PVC (SWR) bends any radius with access door complete all as specified and as directed.

Supply and fixing PVC (SWR) 110mm junction single (Single 'T') equal or unequal complete all as specified and directed.

Supply and fixing PVC (SWR) vent cowl 110mm dia complete all as specified and directed.

Supply and fixing stack clamps out of 25mm by 3mm flat iron and 8mm dia round iron stays incuding bolts, nuts and securing ends of stays to wall or roof 100mm bore of pipe complete all as specified and directed.

Taking out liquid/ solid content sludge etc from sump, septic tank, manhole, soakage well etc of depth n. exc 1.5m deep either manually or by pumping cleaning thoroughly including disposal of liquid/ solid content outside Defence area in covered vehicle out of MOD and covering with layer of earth complete all as specified and directed by Engr-in-charge.

Taking out liquid/ solid content sludge etc from sump, septic tank, manhole, soakage well etc of depth exc 1.5m but n. exc 4.0m deep either manually or by pumping cleaning thoroughly including disposal of liquid/ solid content outside Defence area in covered vehicle out of MOD and covering with layer of earth complete all as specified and directed by Engr-in-charge.

Material and labour for sand filling under floors or in foundation including watering and consolidation complete all as specified and directed.

Material and labour for 60mm thick machine pressed precast concrete inter-locking paver blocks any shape and size conforming to IS 15658-2006, M-35 grade, with grey cement and pigment, laid in floor/ path/ hardstandings in any pattern as approved, laid over sand cushion and interstices filled with sand using plate vibrator complete all as specified and directed. Note: Sand for sand cushioning shall be measured and paid for separately.

Material and labour for 75mm thick PCC (1:4:8) type D-2 (using 40 mm graded stone aggregate), as in sub floors, sub base etc all as specified and directed.

Material and labour for chequered cement concrete coloured tiles 20cm x 20cm x 25mm thick, with grey cement and pigment, jointed and pointed in neat cement slurry in floor laid over and including 15mm thick screed bed in cement mortar (1:6) complete all as specified and directed.

SARASWATI CONSTRUCTION CO

ASHOK KUMAR MAHAJAN