REPAIR AND CLEANING OF SEWAGE LINE , SOAKAGE WELL AND SEPTIC TANK, FENCING SHED IN CERTAIN AREA OF 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 and 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 Engr-in-Charge.

(a) Capacity 10 Users

(b) 20 Users

(c) 50 Users

(d) 100 Users

(e) 250 Users

Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth; for foundation, etc. or for 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 by the Engineer-in-Charge.

Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3.00m depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil complete all as specified and directed by the Engineer-in-Charge.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5m in depth, for foundation, etc. or for 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 soft/disintegrated rock complete all as specified and directed by the Engineer-in-Charge.

Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3.00m depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in soft/disintegrated rock complete all as specified and directed by the 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 the 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 the Engineer-in-Charge.

Returning filling in soil including spreading, levelling and well ramming in layers n.exc 25cm thick in layer etc complete all as specified and directed by the Engineer-in-Charge.

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

Removing excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by the Engineer-in-Charge.

Removing excavated soft/ disintegrated rock to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed by the Engineer-in-Charge.

Demolition of cement concrete (unreinforced) of any description and in any position not other wise specifically provided and removal unserviceable materials, debris and rubbish to a distance complete all as specified & directed by Engineer-in-charge.

M&L for plain cement concrete (1:4:8) type D-2 using 40 mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified & 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 complete all as specified & directed by Engineer-in-charge. (forming fair finished channel shall be measured and paid separately).

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 & directed by Engineer-in-charge.

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

Demolition of stone/ boulder masonry and built in cement mortar including all quoins arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles and removal unserviceable materials, debris and rubbish to a distance complete all as specified & directed by Engineer-in-charge.

M&L 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 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.

M&L for squared rubble walling, Jodhpur type, laid dry, brought upto course and well bonded complete all as specified & directed by Engineer-in-Charge.

Extra over stone walling for hammer dressing to face stones with maximum depression on face from a straight edge not exceeding 20mm & dressing face beds and joints as specified to squared rubble walling Jodhpur type brought up to courses complete all as specified & 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 & 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 & directed by Engineer-in-charge. Note :- Supply only water proofing compound shall be measured and paid separately.

Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position not other wise specifically provided and removal unserviceable materials, debris and rubbish to a distance complete all as specified & 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 & 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 & directed by Engineer-in-charge.

Demolition and breaking up drain pipes (salt glazed ware AC or RCc) set in cement mortar 150 mm dia complete all as specified & directed by Engineer-in-charge.

Demolition and breaking up drain pipes (salt glazed ware AC or RCc) set in cement mortar 200 mm dia complete all as specified & 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 & 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 & directed by Engineer-in-charge.

M&L for 150mm dia SGSW drain pipes grade `A’ (ISI marked) laid in trenches and jointed in CM 1:1 and tested complete all as specified & directed by Engineer-in-charge.

M&L for 200mm dia SGSW drain pipes grade `A’ (ISI marked) laid in trenches and jointed in CM 1:1 and tested complete all as specified & directed by Engineer-in-charge.

S&F RCC pipe class NP-2 ISI marked laid to slope in trenches jointed and tested complete with collars for 150 mm dia pipe complete all as specified & directed by Engineer-in-charge.

S&F RCC pipe class NP-2 ISI marked laid to slope in trenches jointed and tested complete with collars for 200 mm dia pipe complete all as specified & directed by Engineer-in-charge.

Cleaning of choked sewage line 100 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 directed by Engineer-in-Charge. Note:- Choked Sewage should be cleaned mechanically, Not by using rodding or bamboo strips.

All as per item No 36.00 above but 150 mm bore sewage line

All as per item No 36.00 above but 200 mm bore sewage line

All as per item No 36.00 above but 250-300 mm bore sewage line

all as per item no 36.00 above but 300 to 600 mm bore sewage line

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 & directed by Engineer-in-charge.

---ditto---- all as per item 41 above but depth exc. 1.5m but n. exc. 3m.

Note for item No. 36 to 42.00:- 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.

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 & 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 & 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 & 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 & 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 & directed by Engineer-in-charge.

S & F in repair 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 & directed by Engineer-in-charge.

S & F in repair 75 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 & directed by Engineer-in-charge.

S&F in repairs cast iron cowls 100 mm dia complete all as specified & directed by Engineer-in-charge.

Dismantling stone slabs in roofs, suspended floors, chajjas, landings, etc any thickness , jointed in any mortar complete all as specified & directed by Engineer-in-charge.

M&L for Jodhpur stone roof slabs, self faced, 7.5cm to 10 cm thick, 25 cm to 35 cm wide, hoisted & set, jointed and grouted in cement mortar (1:3) complete all as specified & directed by Engineer-in-charge.

M&L for 50 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate in Padding complete all as specified & directed by Engineer-in-charge.

Demolition of precast concrete articles built in cement mortar including all quions, arch3es, pillars, etc but excluding ashlar facings complete all as specified & 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 & 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 & 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 & 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 (Prince or Kissan make) complete all as specified & directed by Engineer-in-charge.

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

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

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

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

Demolition of cement concrete in ground floors and pavings not exceeding 15cm thickness below or above ground level etc complete all as specified & 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 & directed by Engineer-in-charge.

S&F glazed ceramic coloured tiles (Jointless tiles dark shade) of size 450mmx300mmx 7mm thick on vertical surface such as skirting, dados, risers to steps etc set & jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles over and including 10mm thick backing coat in CM (1:4) 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 over and 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 Engineer-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. (Make: Hindware Cat part no F330041, Prayag Cat part No 8306, Cera Cat part No F3001151)

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 complete all as specified and directed by Engineer-in-charge. (Make :-Prayag Cat Part No.- 8304, Cera Cat Part no. -F 2006101, Hindware Cat Part No. -F 33002,Silver shine model no:-1065)

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.

S&F in repair stop valve 25 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 and fixed complete all as specified and directed by Engineer-in-charge. (Make :-Cera Cat part No-53010102, Hindware Cat Part No.- 20042)

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