CERTAIN MISC REPAIRS TO SEWAGE LINE MANHOLE, SEPTIC TANK AT CERTAIN LOCATIONS UNDER

Amount

Cleaning of 100mm internal dia of SGSW/CI pipe lines laid in trenches or fixed to wall/ floor including desilting/desludging intermediate manholes of any size and depth, removing sludge outside of MOD land in a covered container, at least 500 m beyond nearby living accn, depositing the sludge in a excavated pit, covering the pit with earth after depositing sludge, sprinkling fresh lime over the pit and around manholes complete all as specified and directed. Note:- Charges of covered container incl its transportation charges, cost of fresh lime and earth pit will be deemed to be included in the unit rate quoted.

All as per item No.1 above 200mm internal dia of pipe line

All as per item No.1 above 150mm internal dia of pipe line

Excavation in trenches n.exc 1.5 m wide and n.exc 1.5 m deep for foundation etc or shafts, wells, cesspits, manholes, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in any type of soil complete all as specified and directed.

All as per iitem No.4 here in before but exc 1.5m and n. exc 3m deep all as specified and directed.

Returning, filling in including spreading, levelling, watering and well ramming in layers n.exc 25 cm, in any type of soil complete all as specified and directed.

Removing excavated soil to a distance n exc 50M & depositing where directed at a level n exc 1.50M above the starting point complete all as specified & directed.

Dismantling/ breaking up damaged SGSW/ DWCPE SN-8 pipe of any position of internal dia of pipe 100mm including demolition of PCC, and removing dismantled material at a distance n exc 50 m all as directed.

All as per item No.8 above 150mm internal dia of pipe

All as per item No.8 above 200mm internal dia of pipe

M &L for concrete bed PCC 1:3:6 type C-2 using 40mm graded stone aggregate to SWG drain pipe 100mm bore including packing under and haunching against the sides of pipes after they are laid and tested including removal of debris outside MD land all as specified and directed. Note:- Thickness of bed below the barrel of pipe 10cm for pipe 100mm and 150mm dia, 15cm for 200mm dia & over

All as per item No.11 above 150mm internal dia of pipe

All as per item No.11 above 200mm internal dia of pipe

Supplying and laying salt glazed stone ware drain pipe grade A 100mm bore laid on concrete bed and jointed in neat cement slurry, testing including necessary extra joints, waste & cutting complete all as specified and directed

All as per item No.14 above 150mm internal dia of pipe

All as per item No.14 above 200mm internal dia of pipe

M&L for 150 ID/170 OD MM dia DWCPE SN-8 pipes premium quality single socketed in length with joints laid in trenches or in floors including all necessary fitting, joints etc, complete all as specified and directed.

M&L for 200 ID/170 OD MM dia DWCPE SN-8 pipes premium quality single socketed in length with joints laid in trenches or in floors including all necessary fitting, joints etc, complete all as specified and directed.

Demolition of brick work built in cement mortar in any position and removing rubbish off the premises within 50m all as directed by the Engineer-in-charge.

Demolition of reinforced cement concrete of any description including removing rubbish off the premises within 50 meter all as directed by Engineer- in-Charge

Demolition of cement concrete unreinforced in Ground floor & paving n.exc 15cm thickness and removal of debris from site all as specified and directed

M&L for modular size kiln well burnt sub-class 'B' bricks, exc 6m in mean radius, built in CM (1:6), complete all as specified and directed.

M&L for brick work with modular size kiln well burnt sub-class 'B' bricks, straight or curved on plan to any radius in half brick thick wall built in CM 1:4

M&L for Precast RCC (1:2:4), type B1 (using 20mm graded stone aggregate) as in manholes cover with two handles of mild steel round bar 12mm dia, made to shape, set in CM (1:4) complete all as specified & directed. Note:- Reinforcement shall be measured and paid for seperately.

S & F 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 0.9mm dia or securing with clips complete all as specified and directed.

All as per item No.25 above but 6 to 8mm dia.

M&L for PCC 1:3:6 Type C-1 using 20mm graded coarse aggregate in coping including necessary formwork and benching in bottom of manholes in half round shape.

M&L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate, 40mm thick in flooring complete all as directed.

M&L for cement concrete 1:3:6 type C-2 using 40mm graded coarse aggregate in foundation of drain or Manhole.

M&L for day-to-day cleaning of chocked up sewage lines and manholes, gully traps, floor traps, WCs or waste pipes by rodding or by any means, taking out sludges, mud or any foreign materials appeared due to daily uses and causing closing or chocking. Day-to-day complaints of chocked up manholes, sewage lines etc. pertaining to Air field OTM Accn and MD Accn are to be received daily from the Complaint Cell situated in the premises of office of the AGE B/R IV MCTE MHOW and entire complaints are to be attended for cleaning on the same day. Minimum number of labourers with specialised experience will not be less than 01 per day.

Taking down cement plaster on brick or stone walls, etc., including raking out joints, hacking for key, scrubbing down with water, etc., including removal of rubbish off the premises, removal and depositing serviceable materials where directed and leaving the work clear of any plastering.

M & L for 15mm thick rendering in CM (1:4) on other than fair faces of brick work finished even and fair without using extra cement

Cutting into existing manhole for connecting new drain pipe of 100mm bore and making good to pipe and rendering disturbed surface where drain pipe have been insereted cutting out existing benching for forming branch channel (1/2 round or 3/4 section as required) in cement concrete 1:2:4 type B1 and finished the surface even and smooth and reforming benching as required and directed by Engineer-in-Charge

All as per item No.33 above 150mm internal dia of pipe

All as per item No.33 above 200/225mm internal dia of pipe

Removing spot blockage of WC/ Nahani trap/ gully trap including cleaning of sewage line/ manholes up to and including 1st manholes and disposal of material obtaining from cleaning to a distance n. exc 200 m complete all as specified and directed. Note:- Users requisition slip alongwith completion shall be produced alongwith the RAR for making payment.

Puncturing existing SWG pipe line of any dia at any place between manholes for clearing blockage in pipes including necessary excavation, returning filling in and removing surplus soil and making good punctured area with CM (1:1) complete all as specified and directed.

S & F cast iron bend (Sand cast) of any radius with or without oval access door including jointing with cement joints for (100mm bore)

S & F 100mm cast iron branch piece (sand cast) single (equal or unequal) ordianary or inverted spigot or socket type or with parallel branches and fitted with or without oval access door and fixed to soil pipe in cement joints 1:2

S & F salt glazed stone ware gully trap of size 150 x 150mm to existing pipe line set in PCC 1:3:6 type C2 and jointed in cement mortar (1: 1) in repairs all as specified

Dismantling of cast iron/ pvc pipes jointed in cement mortar 100/ 110mm bore all as specified and directed

Dismantling of cast iron/ pvc pipes jointed in cement mortar 75mm bore all as specified and directed

S&F 100mm bore cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors/ wall.

S&F 75mm bore cast iron soil,waste and vent pipes in any length with or without ears, with cement joints, laid in trenches or in floors/ wall.

S & F 100mm bore cast iron floor trap in repairs with grating including jointing to waste pipe fixed in cement concrete type B1 1:2:4 complete all as specified

Supply and fix in repairs PVC (SWR) pipes 75mm bore single socketed in any length with rubber ring joints fix to wall all as spcified.

Supply and fix in repairs PVC (SWR) pipes 110mm bore single socketed in any length with rubber ring joints fix to wall all as spcified.

S&F PVC (SWR) Bends (any radius), diminishing pieces or tapers, bore of pipe 75mm, complete all as spcified.

S&F in repairs PVC (SWR) Bends (any radius), diminishing pieces or tapers, bore of pipe 110mm, complete all as spcified.

S&F in repairs PVC (SWR) Branch pieces, double (double Y) equal or unequal of pipe 75mm bore complete all as spcified.

S&F PVC in repairs (SWR) Branch pieces, double (double Y) equal or unequal of pipe 110mm bore complete all as spcified.

S&F in repairs PVC floor trap, with grating 75mm including jointing to wast pipe fixed in cement concrete type B1 (1:2:4), in repairs and including waterleak proor treatment complete all as spcified

S& F in repairs vitreous china wash down water closet pan padestal pattern, white, (excluding flushing cistern and flush pipe) and connected to trap and flush pipe complete all as specified and directed.

S & F vitreous china squatting pan `Orissa` pattern, size 580 x 440mm white in repairs with integral foot rests (Excluding flushing cistern and flush pipe)

S & F in repair PVC syphonic action type flushing cistern 10 lit capacity with complete internal kit including bracket fixed in repair (including flushing pipe complete) of make as specified.

S & F in repair 40mm dia low density polyethylene pipes (LDPE) with fitting of pressure ratting 6 Kg/ Sqcm fixed to wall/ ceiling or in floors including necessary fittings complete all as specified and directed.

M & L for taking out saturated broken bricks from soak well (soakage pit) and refilling with fresh broken bricks of guage 40 to 80mm size and disposal of rubbish/ unserviceable material to a distance n exc 50 m from site complete all as directed by Engineer-in-Charge

Disludging Man Holes by taking out sludge and foregin materials and excavating a pit of appropriate size depositing sludge in the pit and covering with 30 cm thick layer of soil to cover the sludge including removing surplus soil where directed by Engineer-in-Charge including sprinking of bleaching powder over the pits. (a) Depth of manhole upto 2 Mtrs. Note:- (i) cleaning shall be the responsibility of the contractor for the entire period of contract. (ii) 50% of quoted amount shall be deducted form the executeed quantities if not cleaned for the

Disludging Man Holes by taking out sludge and foregin materials and excavating a pit of appropriate size depositing sludge in the pit and covering with 30 cm thick layer of soil to cover the sludge including removing surplus soil where directed by Engineer-in-Charge including sprinking of bleaching powder over the pits. (a) Depth of manhole upto 2 Mtrs n.exc 4 Mtrs Note:- (i) cleaning shall be the responsibility of the contractor for the entire period of contract. (ii) 50% of quoted amount shall be deducted form the executeed quantities if not cleaned for the

Pumping out water/ liquid/ sludge or any other waste materials, stagnated in septic tank/ soak wells by mechanical pump, filling in closed container and discharging the same in nallah/ drains through hose pipe or by other means outside of MOD land, atleast 500 m beyond living accn complete all as specified and directed.

Cleaning the septic tank/sludge chamber of any depth/ area/ condition including taking out stagnated sludge or any other material mixed with the sludge etc deposited in the septic tanks, filling in closed containers and depositing in excavated pit, covering the pit with earth after depositing sludge, sprinkling fresh lime on covered pit and around septic tanks/ soakage wells to make it hygenic complete all as specified and directed. Note:- (i) Cost of pumping with mechanical sewage pump, excavation of earth pit and fresh lime shall be deemed to include in the unit rate quoted. (ii) Charges of covered container incl its transportation shall be deemed to include in the quoted unit rate. (iii) Depth of liquid sludge in the septic tank will be determined and recorded before commencement of work by any Engg conventional method in the presence of Engr-in charge and Contractor.

S & F 150mm bore reinforced concrete pipes, class NP-2, laid and jointed including testing, with collers complete all as specified and directed.

Demolition of stone slabs of any description or thickness in floors/ walls laid bedded and pointed in any mortar etc. complete removal of debris outside MD land.

M&L for PCC 75mm thick 1:4:8 type B2 using 40mm graded stone aggregate as insub base finishing the surface rough to receive tilies.

M&L for pre polished coloured cement concrete chequered tile of approved quality size 300 x 300 x 25mm thick on floors over and including 20mm thick screed bed CM 1:6 set and jointed in neat cement slurry and pointed with colour to match th tiles complete all as specified and directed.

M&L for machine pressed precast concrete interlocing paver block any shape and size conforming to IS-15658-2006 of 60mm thickness, M-40 grade laid dry in floor/ path with and including 40mm thick (Compacted thickness) crushed stone sand cushioning complete all as specified.

S&F 50mm thick sand stone slabs in manholes cover of required size, set and pointed in cement mortar (1:4) complete all as specified and directed.

Dismantling PCC paver block/ tiles, dry laid, of any thickness and re-laying in same position with same specification complete all as specified and directed.

M&L for mild steel work as in clamps hold fast etc and similar small articles supports or stays for rain water confirming to Fe 290 Ged -E -165 complete all as specified.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing debrish and rubbish off the premises and stacking serviceable tiles .

M&L for non skid ceramic coloured tiles 7 to 8mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thick screed bed in CM 1:6

All as per item No.71 about but on vertical surfaces such as skirting incl including 10mm thick rendering in cement mortar 1:4 rough finish to receive the tiles complete all as specified and directed.

M&L for 16 to 18mm thick Granite (of any type) work (table rubbed and polished and exposed visible edge moulding/ rounding) in steps, jambs, pillars, window cills, cooking platforms and like in 15mm thick cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite.

M&L for PCC 1:5:10 type E2 using 40mm graded aggregate as in Mass concrete in sunken treatment.

M&L for water proofing treatment to sunken surfaces of the slab in following sequences including testing for water tightness & 10 years gaurantee:-

(a) Slope correction by using M-20 (Nominal Mix) concrete minimum 25mm thickness at one end and a slope of 1:20 by using 12.5mm graded stone aggregate with integral water proofing Chemical PIDI PROOF-LW mixed in proporation 200ml /50 Kg cement of DR Fixit of Pidilite Industries Ltd or STP No 1 (liquid) of STP Ltd in proporation 200ml/ 50 Kg cement or equivalent as per manufacturer instructions complete.

(b) PCC padding with cement concrete 1:1.5: 3 type A 0 (using 12.5mm graded stone aggregate) 25mm thick with integral water proofing compound "Dr Fixit" manufactured by M/S Bouchemic or equivalent as per manufacturer instructions complete.

(c) Vertical sides plastered in CM 1:3, 15mm thick with WPC and 72 hours testing for water tightness by ponding of water complete.

(d) Application of two coats waterproof coats black manufactured by M/S Dr fixit or equivalent as per manufacturer instructions all over and testing again for water tightness by ponding of water for 72 hours complete.

Robin Associates

M/s. Shubh constructions

Sameer Auto Engineers