REPAIR AND CLEANING OF SEWAGE LINE , MANHOLE COVER, FOOTPATH, HARDSTANDING, JAFRI, COMPOUND WALL IN CERTAIN UNITS IN 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

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 as directed by Engr-in-charge.

All as per Item No.03 but exc 1.50 and n.exc 3.00 deep

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 eaup to 50m and lift up to 1.5m ordinery rock as directed by Engr-in-charge.

All as per Item no.05 but exc 1.50 and n.exc 3.00 deep

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 & directed by Engineer-in-charge.

Loose filling with broken stone boulders of gauge 80 to 150 mm in soakage pits, soakage wells complete all as specified & directed by Engineer-in-charge.

Returning, filling in including, spreading, levelling, watering and well ramming in layers n.exc 25 cm thick soil complete all as specified & 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 all as specified.

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 & 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 & 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 & 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 & 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 & 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 & 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 masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified & directed by Engineer-in-charge.

M&L squared rubble masonery Jodhpur type brought upto courses, well bonded bedded & solidly hearted in built CM 1:6 complete all as specified & directed by Engineer-in-charge.

All as per item No 19 above but except stone. (Note :- Serviceable stone obtained from demolition shall be used under this item).

M&L for Squared rubble walling Jodhpur type, laid dry, brought to 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 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 & 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)

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 & 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 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 above but 150 mm bore sewage line

All as per item No 36 above but 200 mm bore sewage line

All as per item No 36 above but 250-300 mm bore sewage line

All as per item no 36 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 all as directed by Engg-in-Charge.

All as per item 41 above but depth exc. 1.5m but n. exc. 3m.

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 all as directed by Eng-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 all as directed by Eng-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 all as directed by Eng-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 all as directed by Eng-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 all as directed by Eng-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 & directed by Engineer-in-charge.

S & F in repairs 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 vent 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, arches, pillars, etc but excluding ashlar facings complete all as specified & directed by Engineer-in-charge.

M&L, for precast cement concrete block masonry (1:3:6) type C1 (using 20mm graded stone 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 (1:3:6) type C1 (using 20mm graded stone 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 1:4 complete all as specified & directed by Engineer-in-charge.

M&L Rendering 10 mm thick on brick work or concrete surfaces in cement mortar 1:3 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.

All as per item 58 above but 75mm dia pipe

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 plain cement concrete (1:2:4) type B-2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete 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.

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.

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 laid over and including 10mm thick backing coat in CM (1:4) complete all as specified & 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 laid over and including screed bed or bedding layer of mortar 15 mm thick in cement mortar (1:6) complete all as specified & 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 & 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 & 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 & 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 complete all as specified & directed by Engineer-in-charge. (Make: prayag P15-26)

All as per item No 72 above but 20 mm dia.

All as per item No 72 above but 25 mm dia.

M&L for making good surfaces of distrubbed portion by applying plastering in CM (1:3) 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 & directed by Engineer-in-charge.

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

S & F Chequered cement concrete tiles 20cm X 20 cm X 25mm thk with grey cemnt 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 & directed by Engineer-in-charge.

Dismantling Trellis work (Jafri), including taking as under of battens in trellis (posts and rails measured separately) complete all as specified & directed by Engineer-in-charge.

M&L for 35mm thick precast cement concrete louvers and jallies (1:3:6) type C-0 (using 12.50mm graded stone aggregate) (measured solid), including all mouldings but excluding frame, set in cement mortar 1:4 complete all as specified & directed by Engineer-in-charge.

M& L plain cement concrete (1:2:4) type B 1 (using 20mm graded stone aggregate) 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) complete all as specified & directed by Engineer-in-charge.

Providing precast cement concrete as in copings apex, stones, frames for jallies etc all as specified set in CM 1:4 type B1 (1:2:4) with 20 mm graded stone aggregate) complete all as specified & directed by Engineer-in-charge.

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.

GEMRARAMCONTRACTOR

BHAGWATI CONSTRUCTION

Leelashah Enterprises