SPECIAL REPAIR TO SEWAGE LINE DRAIN AND CULVERTS OF OFFRS MD ACCN AT OSM NSM AND JCOS ORS MD ACCN AT MALCOM LINE UNDER GE MIS MHOW

Amount

Demolition of brick work or stone/ boulder masonry of any description built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified

Taking down cement plaster of any description on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc.complete

M&L for Brick work with sub class 'B' bricks with using Modular size bricks , straight or curved on plan exc 6m mean radius built in CM 1:6 complete all as specified

M&L for plain cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in surface channel and drain including necessary form work as required complete all as specified

M&L for rendering 15mm thick in CM 1:4 on any faces of brick or concrete surfaces, finished the surface even and smooth without using extra cement all as specified

M &L for preparation of new plastered surface of wall and applying three coats of whitewash complete all as specified

M &L for Providing plain cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in coping including necessary form work as required complete all as specified

M&K for extra for forming fair finished drain or channel, 30 cm inner girth in cement concrete using extra cement including forms, moulds, mitred, stopped ends, complete all as specified and directed.

M&L for pre-cast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slab of manhole ,septic tank ,soak well etc set in cement mortar including necessary formwork ,moulds etc. including demolition of existing concrete cover slab of any description complete all as specified and directed. NOTE : Reinforcement shall be measured and paid separately under relevant item.

S&F Mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including crancking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified.

Excavation in trenches not exceeding 1.50m wide and n.exc 1.50m depth for foundation etc or for shafts, walls, cess-pits, manholes, pier holes and n.exc. 10 sqm on plan getting out in soft/loose soil complete all as specified

M&L for concrete bed to drain pipes of 100mm bore in cement concrete 1:3:6 type C2 wing 40mm graded stone aggregate including parking under and haunching against the sides of pipe after they are laid and tested including demolition and breaking up existing drain pipes and concrete bed of any description complete.

All as per Sl item No 12 above but for 150mm bore.

All as per Sl item No 12 above but for 200mm bore.

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

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

M & L for Salt glazed stone ware pipe of 100 mm dia grade "A", jointed with cement mortor , laid in trenches including fittings of same grade and taking down old existing pipe of any description complete all as specified

All as per Sl item No 17 above but for 150mm bore.

All as per Sl item No 17 above but for 200mm bore.

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

S&F in repair PVC (SWR) pipe, 75 mm bore, single socketed, in any length with rubber ring joints, laid in trenches complete all as specified and directed.

S&F in repair PVC (SWR) pipe, 90 mm bore, single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and directed.

S&F in repair PVC (SWR) pipe, 110 mm bore, single socketed, in any length with rubber ring joints, laid in trenches complete all as specified and directed.

S&F in repair PVC (SWR) bends 75 mm bore, with access door

S&F in repair PVC (SWR) bends 90 mm bore

S&F in repair PVC (SWR) bends 110 mm bore

S&F in repair PVC (SWR) junction single, (Single T) equal or unequal with access door suitable for 75mm bore pipes

S&F in repair PVC (SWR) junction single, (Single T) equal or unequal with access door suitable for 90mm bore pipes

S&F in repair PVC (SWR) junction single, (Single T) equal or unequal with access door suitable for 110mm bore pipes

S&F in repair PVC (SWR) vent cowl 75mm bore

M&L in repairs PVC (SWR) gully trap 125/110 mm,setting and jointing with solvent cement complete all as specified and directed

M&L in repairs 75mm dia PVC (SWR) floor trap /nahani trap, plain with grating including jointing with solvent cement and necessary concrete work as required at site complete all as specified

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

Removing excavated materials to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified

M&L for cleaning of sewage line of any description such as SWG /CI / RCC pipe vertically / horizontally of dia n.exc 100 mm bore by rodding ,well flushing by using sufficient water and making line to clear for easy flow of sewage from WC/ gully trap/Nahani trap including desludging off and making sewage line completely in proper functional manner to the entrie satisafaction of Engineer-in-Charge and removing the sludge out side MD land and burying it in pits and covering with earth and spreading hydrated lime @ 1 Kg per Sqm of covered area complete all as specifed and directed

M&L for cleaning of existing sewage lines of of any description such as SWG /CI / RCC pipe 150 mm dia by rodding with split bamboo/ cleaning rods to clean the line blockage and allow to free flow of effluent to the next man hole including pumping of sewage water wherever required., all as directed by enginner in charge

All as per Sl item No 36 above but for 200mm bore.

M&L for cleaning of existing manholes internal area not exceeding 0.5 sqm and any depth by removing silt debris, sludge deposits including bailing out sewage water by mechanical pump and disposing and depositing sludge to a distance exceeding 1km but not exceeding 1.5Km complete all as specified directed by Enginner in charge

M&L for cleaning of existing manholes internal area exceeding 0.50sqm but not exceeding 1.5 sqm and any depth by removing silt debris, sludge deposits including bailing out sewage water by mechanical pump and disposing and depositing sludge to a distance exceeding 1km but not exceeding 1.5Km complete all as specified directed by Enginner in charge

M&L for desilting of drains of any depth and width and in any condition (including foul condition] with necessary dewatering system and temporary diversion of drain water as required at site including disposal of spoil outside the MD land removing and replacing the drain cover slabs complete all as specified and directed by Engineer-in-Charge

Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15cm thickness (below or above ground level) complete all as specified . Note : All demolished/dismantled debries shall be removed outside MD land as directe by Engineer-in Charge.

M&L for cement concrete 1:4:8 type D2 using 40mm graded stone aggregate ,75mm thick as in subbase,floor etc complete all as specified

M & L for 75mm thick ,plain cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in floor/ plinth protection, finished the surface even and smooth without using extra cement including necessary form work etc complete all as specified and as directed.

M & L for chequered cement concrete tiles (glossy finish) 40 cm x 40 cm x 25 mm thick set ,jointed and pointed in neat cement slurry in floors with grey cement and no pigment laid over and including 15 mm thick screed bed or bedding layer in CM (1:6) including PCC 1:3:6 type C1 edging including dismantling of existing stone slab and tile of any description or thickness in floors, aprons etc.complete all as specified

M&L stone dust under floors or in foundations including watering and consolidation spreading and levelling in layers n exc. 25 mm thick

M&L for 80 mm thick machine pressed rubber moulded precast concrete interlocking paver block (glossy finish) of M-35 Gde of approved shape, size & colour confirming to IS 15658-2006 with grey cement and pigment including PCC 1:3:6 type C1 edging including dismantling of existing stone slab and tile of any description or thickness in floors, aprons etc.complete all as specified

M&L for racking out joints / pointing to block in course masonry, or concrete block walling in cement mortar complete all as specified and directed.

M&L for keyed pointing to random or polygonal rubble, uncoursed or brought upto course in cement mortar (1:3) complete all as specified

M & L for Stone walling of square rubbled masanory, regular coursed (Bangalore type) well bounded and solidity hearted built in CM 1:6 complete all as specified and directed.

All as per item No. 49 above but except stone.Note: Serviceable stone obatained from demolition shal be used after cleaning

M/s Himgiri construction

M/S GARG CONSTRUCTION

S.D.TRADERS

NIDHI CONSTRUCTION

M/S Parikshit Sharma

M/S Sunshine Construction