REPAIR AND CLEANING OF SEPTIC TANK, MANHOLE DRAIN COVER, SEWAGE LINE, SOAKAGE WELL, FOOTPATH, COMPOUND WALL IN CERTAIN UNITS AT ZONE-II UNDER GE (A) JAISALMER

Amount

Cleaning of septic tank, man holes and inspection chamber etc. by means of removing the silt, sludge, excreta etc. or other materials, manually or mechanically and depositing the same, where directed at a distance not exceeding 150m including excavation of pits of required size to accommodate the foul materials taken out from septic tank, manholes, soakage pits and covering of the same with soil, not less than 30cm thick layer and making good all excavated site as required all as directed by Engineer-in-Charge. Note for item No. 1.00 :- (i) Depth of silt, sludge, excreta, etc shall only be measured and paid. (ii) Dewatering/pumping out of foul water shall be measured and paid separately.

Pumping out foul water from soakage wells / septic Tank mechanically and removing sludge etc complete all as directed by Engineer-in-Charge.

(a) Capacity 10 Users

(b) 20 Users

(c) 50 Users

(d) 100 Users

(e) 250 Users

(f) 500 Users

Earth work in Excavation by mechanical means (Hydraulic excavator) means over area excluding 30cm in depth. 1.5m width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift up to 1.5m complete all as specified and directed by Engineer-in-Charge.

Cutting is to existing manholes for new drains, for removing existing branch drain, making good to walling and rendering cutting out branch channel and making good benching (bore of pipe 150 mm) complete all as specified and directed by Engineer-in-Charge.

M&L for loose filling with broken stone boulders of gauge 80 to 150 mm in soakage pits, soakage wells complete all as specified and directed by Engineer-in-Charge.

Returning, filling in including, spreading, levelling, watering and well ramming in layers n.exc 25 cm thick in soft/disintegrated rock complete all as specified and directed by Engineer-in-Charge.

Removing excavated soils n exc 50 m and depositing where directed at a level n.exc 1.50 m above starting point complete all as specified and directed by Engineer-in-Charge.

Removing excavated rocks n exc 50 m and depositing where directed at a level n.exc 1.50 m above starting point complete all as specified and directed by Engineer-in-Charge.

Demolition of unreinforced cement Concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed by Engineer-in-Charge.

M&L for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundation/ filling/ mass concrete complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:2:4 type B-2 using 20 mm graded stone aggregate as in surface channels or drains and benching incl finishing the top of benching even & smooth using extra cement (forming fair finished channel shall be measured and paid separately) complete all as specified and directed by Engineer-in-Charge.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitred/stopped ends etc complete all as specified and directed by Engineer-in-Charge.

Supply only integral water proofing compound in sealed pack (ISI marked) complete all as specified and directed by Engineer-in-Charge.

Demolition of stone masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed by Engineer-in-Charge.

M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified & directed by Engineer-in-charge.

M&L for squared rubble walling, Jodhpur type, brought upto courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) but except stone complete all as specified & directed by Engineer-in-charge. Note :- Serviceable stone obtained from demolition shall be used.

Extra over stone walling for hammer dressing to face stones with maximum depression on face from straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type brought upto courses complete all as specified and directed by Engineer-in-Charge.

M&L for PCC 1:3:6 type C-1 using 20mm graded stone aggregate as in coping incuding necessary form work, weathering slightly rounded or chamfered angle treating complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15 mm thick on stone masonry surface in cement mortar 1:4 mixed with water proofing compound at the rate of 3% by weight of cement and finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge. Note :-Supply only water proofing compound shall be measured and paid separately.

M&L for demoltion of reinforced cement Concrete of any description and in any position not otherwise specifically provided for cut as required to facilitate demolition complete all as specified and directed by Engineer-in-Charge.

M&L for precast reinforced cement concrete 1:2:4, type B-1 using 20 mm graded stone aggregate as in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L for mild steel TMT bars 6 mm to 8mm dia., cut to length, bent to shape required, including cranking bending etc and binders and binding with mild steel wire (annealed) not less than 0.9 mm dia confirming to IS complete all as specified and directed by Engineer-in-Charge.

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

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

M&L for 150mm bore salt glazed stoneware drain pipes (ISI marked) laid in trenches and jointed in CM (1:1) and tested including demolition of existing pipes of any description complete all as directed by Engr-in-Charge. (Note :- Excavation and earth work shall be measured and paid separately.

M&L for 200mm bore salt glazed stoneware drain pipes (ISI marked) laid in trenches and jointed in CM (1:1) and tested including demolition of existing pipes of any description complete all as directed by Engr-in-Charge. (Note :- Excavation and earth work shall be measured and paid separately.

M & L for 150mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars including demolition of existing pipes of any description complete all as directed by Engr-in-Charge. (Note :- Excavation and earth work shall be measured and paid separately.

M & L for 200mm dia Reinforced concrete pipes, class NP2, laid and jointed complete with collars including demolition of existing pipes of any description complete all as directed by Engr-in-Charge. (Note :- Excavation and earth work shall be measured and paid separately.

Cleaning of choked sewage line 150 mm bore by mechanically and well flushing with water, taking out waste materials any quantity and depositing where directed including covering the same with at least 30cm thick layer of soil complete all as specified and directed by Engineer-in-Charge. Note:- choked Sewage should be cleaned mechanically , Not by using rodding or bamboo strips.

Cleaning of choked sewage line 200 mm bore by mechanically and well flushing with water, taking out waste materials any quantity and depositing where directed including covering the same with at least 30cm thick layer of soil complete all as specified and directed by Engineer-in-Charge. Note:- Choked Sewage should be cleaned mechanically , Not by using rodding or bamboo strips.

Cleaning of manholes n. exc. 1.5m deep by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-Charge.

Cleaning of floor trap in any size means of removing the silt, sludge & cleaning of gully trap if required etc & bailing out water up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-Charge.

Cleaning of gully trap in any size means of removing the silt, sludge up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-Charge.

Blockage of WC, EWC in any type floor means of removing the silt, sludge, & cleaning of gully trap if required etc & bailing out water upto 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-Charge.

Blockage of urinal in any type floor means of removing the silt, sludge, etc & bailing out water up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-Charge.

Blockage of WHB in any type floor means of removing the silt, sludge,& cleaning of gully trap if required etc & bailing out water up to 1st manhole chamber complete manually or mechanically and removing the same out side MD land complete all as specified and directed by Engineer-in-Charge.

S & F in repairs 100 mm bore Cast Iron Sand cast pipes, Soil, waste and vent pipes in any length with or without ears, with cement joints fixed to walls complete all as specified and directed by Engineer-in-Charge.

Demolition of precast concrete articles built in cement mortar including all quions, arches, pillars, etc but excluding ashlar facings complete all as specified and directed by Engineer-in-Charge.

M&L, for precast cement concrete block masonry type C1 1:3:6 (20mm graded aggeregate) with solid blocks, exc 10 cm in width and setting in mortar, complete in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

M&L for Providing precast cement concrete type C1 1:3:6 (20mm graded aggeregate) solid building blocks or slabs 10cm thick (with plain or interlocking joints as directed) setting in mortar, complete, in walls set in cement mortar 1:6 complete all as specified and directed by Engineer-in-Charge.

M&L Rendering 10 mm thick on brick work or concrete surfaces in cement mortar 1:6 and finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

S&F in repair PVC (SWR) soil, waste and vent pipe 110mm dia in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer-in-Charge.

S&F in repair PVC (SWR) soil, waste and vent pipe 75 mm dia in any length with rubber ring joints fixed to walls complete all as specified and directed by Engineer-in-Charge.

M&L for in repair PVC (SWR) floor trap of 75mm dia outlet plain with grating including jointing with solvent cement complete all as specified and directed by Engineer-in-Charge.

M&L for in repair PVC (SWR) gully trap of 125/100mm setting and jointing with slovent cement complete all as specified and directed by Engineer-in-Charge.

S&F in repair 110 mm bore PVC (SWR) bends/shoes any radius complete all as specified and directed by Engineer-in-Charge.

S&F in repair 75 mm bore PVC (SWR) bends/shoes any radius complete all as specified and directed by Engineer-in-Charge.

M&L for Cement concrete in foundations, filling and mass-concrete Type B2 1:2:4 (40 mm graded aggregate) complete all as specified and directed by Engineer-in-Charge.

S&F 100mm cast iron sanitary connection socket in fit WC outlet complete all as specified and directed by Engineer-in-Charge.

Dismantling floor, hearth or wall tiling including cement mortar bedding, removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.

M&L for Glazed ceramic jointless tiles dark shade in vertical surface 450X300X7mm thick,jointless tile set and jointed in neat cement slurry and pointed in white or coloured cement, set in 10mm thick backing coat in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L for Non Skid ceramic tiles colour jointless tiles 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:6 for laying floor finishes complete all as specified and directed by Engineer-in-Charge.

Checking and attending to water leakage from taps, flushing cisterns, wash hand basins and other sanitary fittings/fixtures and any obstruction to water supply, requiring plumber work and carryout minor repairs such as replacement of washers, check nuts, tightening of fittings of flushing cistern etc including petty materials like washers of all sizes, thread(shoot), M-seal, screws, nails to make water supply/ plumbing lines functional and leak proof complete all as specified and directed by Emgr-In-Charge. Note : Any items required to be replaced shall be paid under respective items.

S&F in repair bib tap 15 mm dia cast copper alongwith crutch or butterfly handle screwed down CP fancy type 15 mm dia complete all as specified and directed by Engineer-in-Charge.

S&F in repair pillar taps 15 mm bore cast copper alloy with capstan head chromium plated screwed down high pressure with or without 'Hot' & 'Cold' with long screwed shanks and fly nuts, screwed fixed complete all as specified and directed by Engineer-in-Charge.

S&F in repair stop valve 15 mm bore cast copper alloy screwed down high pressure with crutch or butter fly handle screwed both ends for iron pipe or for union and fixed complete all as specified and directed by Engineer-in-Charge.

S&F in repair stop valve 20 mm bore cast copper alloy screwed down high pressure with crutch or butter fly handle screwed both ends for iron pipe or for union and fixed complete all as specified and directed by Engineer-in-Charge.

M&L for making good surfaces of distrubbed portion by applying plastering in CM 1:6 or fiilling with PCC 1:2:4 and applying 3 coats of white wash, the surface area n.exc.0.1 Sqm complete all as specified and directed by Engineer-in-Charge.

S&F in repair vitreous china squatting pan orissa pattern complete of size 580 x 440 mm white with intagral foot rest and making good to the floor complete all as specified and directed by Engineer-in-Charge. (Make :-Cera Cat part No-53010102, Hindware Cat Part No.- 20042).

Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.

M&L for 75mm thk cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in subbase of flooring/hard standing complete all as specified and directed by Engineer-in-Charge.

S & F Chequered cement concrete tiles 20cm X 20 cm X 25mm thk with grey cement and pigments,set jointed in neat cement slurry as in floors/path etc over and including 15mm thk screed bed in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour,design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc.,of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and directed by Engineer-in-Charge.

M& L plain cement concrete 1:2:4 type B 1 using 20mm graded stone agregate cast in situ kerb stone ,copings, bed plates ,water through and the like including wethering, slightly rounded or chamfered angles and throating including use of form work (straight or curved ) set in CM 1:4 complete all as specified and directed by Engineer-in-Charge.

M & L for special treatment for sunken portion of WCs/bath and toilet executed in the following stages :- Stage 1 :- Demolition of WC including lime concrete and cement concrete coba etc. And preparing the surfaces of existing sunken portion of WC s or bath etc with wire brush to remove all loose dirt, oil grease etc including removing debris outside MD land etc complete. Stage 2 :- Providing 10mm thick plaster in CM 1:3 mixed with integral water proofing chemical of Dr Fixit in the proporation/ quantity all as per manufacturer's instructions. Stage 3 :- Apply two coats of water proofing elastomeric liquid membrane of Dr Fixit or by brush application of STP (The surface after painting one coat shall be allowed to dry for 8 hours before application of next coat) all as per Manufacturer's instructions.

ITEM NO. 67.00 CONTD.... Stage 4 :- Rendering 10mm thick in CM 1:3 mixed with integral water proofing chemical of Dr Fixit in the proportion/ quantity all as per Manufacturer's instructions. Stage 5 :- All CI joints shall filled with mixture of cement fine sand and shalicrete R of STP Ltd or integral water proofing chemical or Dr Fixit all as per Manufacturer's instructions. Stage 6 :- Making holes in wall and fixing 600mm long 20 mm dia medium grade GI spout for draining the surplus water if any. Stage 7 :- Carry out ponding test for 48 hours to ensure water tightness of repaired sunken portion. Note : T&P or other machinery required for cleaning or dewatering are deemed to be included in the quoted rate of the respective items as in septic tank, soakage well, manhole, sewage line etc.

NOTE :- Contractor to ensure that sewage complaints of any nature will be rectified within 12 hrs after receipt of complaint from the department. However, any delay in rectification of sewage complaint (any type) post 12 hrs will leads to penalty on contractor and will be charged/deducted from the contractor @ Rs 200/- per hour.

BHARAT CONSTRUCTION AND SERVICES

Leelashah Enterprises

BHAGWATI CONSTRUCTION