REPAIR AND CLEANING OF SEWAGE LINE SEPTIC TANK AND FENCING OF COMPOUND WALL IN CERTAIN OTM ACCN IN ZONE I RAMGARH ASCON NODES AND TECH AREA AT MIL STN 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 of capacity 10 users complete all as directed by Engineer-in-charge.

---- ditto --- all as per item No. 2.00 above but 20 users

---- ditto --- all as per item No. 2.00 above but 50 users

---- ditto --- all as per item No. 2.00 above but 100 users

---- ditto --- all as per item No. 2.00 above but 250 users

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in deep 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 all as specified & directed by 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 all as specified & directed by Engineer-in-Charge.

Cutting into existing manhole for connecting new drain pipes of 150mm bore , making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ rounded or ¾ section) in cement concrete 1:2:4 type B-1, smooth finished and forming benching as required complete all as specified & directed by Engineer-in-Charge.

Excavation over areas not exceeding 1.5m deep and getting any type of soil all as specified & directed by Engineer-in-charge.

Excavation over area exceeding 1.5m deep but not exceeding 3.00m deep and getting any type of soil all as specified & directed by Engineer-in-charge.

M&L for loose filling with stone aggregates 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 not exceeding 25 cm thick in any type of soil all as specified & directed by 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 all as directed.

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 not exceeding 100m 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 all as specified & directed by Engineer-in-charge.

M&L for PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in surface channels or drains and benching including finishing surface of channels & the top of benching even & smooth using extra cement all as specified. Note for item No. 19.00 :- Forming fair finished channel shall be measured and paid separately.

Supply only integral water proofing compound in sealed pack (ISI marked) complet 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 not exceeding 100m 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) 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.

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 all as specified & directed by Engineer-in-Charge.

M&L PCC (1:3:6) type C-1 using 20mm graded stone aggregate as in coping including necessary form work, weathering slightly rounded or chamfered angle and throating all as specified & directed by Engineer-in-charge.

M&L for 60 mm thick, M-35 grade, machine pressed precast concrete inter locking paver block using grey cement and pigment of any shape & size confirming to IS 15658-2006 laid over and including 25mm thick sand cushioning 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 including water proofing compound 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 cement concrete reinforced of any description and in any position not other wise specifically provided and removal unserviceable materials, debris and rubbish to a distance not exceeding 100m all as specified & directed by Engineer-in-charge.

M&L for mild steel TMT bars 6mm to 8mm dia & over cut to length, bend 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 & directed by Engineer-in-Charge.

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 150mm bore set in cement mortar including demolition of packing under and hauching against sides of pipes complete all as directed by Engineer-in-charge. (Note :- Excavation and earth work shall be measured and paid separately.

--- ditto --- all as per item No. 34.00 above but of 200mm bore.

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 bore pipe 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 bore pipe all as specified & 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 complete all as specified & directed by Engineer-in-charge.

M&L for 200mm bore salt glazed stoneware drain pipes (ISI marked) laid in trenches and jointed in CM (1:1) and tested complete all as specified & directed by Engineer-in-charge.

S&F, 100mm bore (sand cast pipe) soil, waste and vent pipes in any length with or without ears and jointing with cement & fixed to walls complelte all as specified & directed by Engineer-in-charge.

dismantling of cast iron or reinforced concrete drain pipes 100 mm dia jointed in cement mortar

dismantling of cast iron or reinforced concrete drain pipes 75 mm dia jointed in cement mortar

S&F , 75mm bore (sand cast pipe) soil, waste and vent pipes in any length with or without ears and jointing with cement & fixed to walls complelte all as specified & directed by Engineer-in-charge.

S&F in repair 100mm bore cast iron cowl (sand cast) all as specified & directed by Engineer-in-charge.

Dismantling of stone slab in roofs, suspended floor, chajja, landings, etc and like any thickness jointed in any mortar all as specified & directed by Engineer-in-charge.

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

M&L for 50mm thick PCC (1:2:4) type B-1 using 20mm graded stone aggregate as in padding & finishing the surface even & fair without using extra cement all as specified & directed by Engineer-in-charge.

Demolition of precast concrete block walling 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 not exceeding 100m all as specified & directed by Engineer-in-charge.

M&L for precast cement concrete (1:3:6) type C-1 using 20mm graded stone aggregate as in solid block masonry exceeding 10cm width and setting in cement mortar 1:6 all as specified & directed by Engineer-in-charge.

M&L for rendering 10 mm thick plaster in cement mortar (1:6) on fair faces of brick work or concrete surfaces of walls and finishing the surface even and smooth without using extra cement all as specified and directed by Engineer-in-charge.

S&F in repair, 110mm bore PVC (SWR) single socketed in any length with rubber ring joints & fixed to walls complete all as specified and directed by Engineer-in-charge.

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

S&F in repair, 75mm dia PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified & directed by Engineer-in-charge.

S&F in repair, 125mm/110mm dia PVC (SWR) gully trap, setting & jointing with solvent cement complete all as specified & directed by Engineer-in-charge.

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

Demolition floor hearth or wall tiling including cement mortar bedding and removing unserviceable materials, debris and rubbish to a distance not exceeding 100m complete all as specified & directed by Engineer-in-charge.

S&F glazed ceramic coloured joint free tiles of size 450mmx350mmx7mm/ hick 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 coloured jointless tiles of size 7 to 8mm thick (square/rectangular) area of each tiles exceeding 0.06 Sqm but not exceeding 0.11 Sqm, grade B-II (a) superior quality confirming to IS- 13755 as in floors etc set & jointed in neat cement slurry and pointed in white or coloured cement to match the colour of tiles over and including screed bed or bedding layer of 15mm thick in CM (1:6) complete all as specified & directed by Engineer-in-charge.

M & L for hardcore of gauge not exceeding 63 mm of broken granite stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface complete all as directed..

M&L for 75 mm thick cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate as in sub base of flooring / hardstanding complete all as directed..

Dismantling structural steel work including doors, gates but excluding framed truss etc. complete all as specified & directed by Engineer-in-charge.

S&F rolled mild steel joist, channel, angle or tee sections, fixed independently, without connecting plates, etc (cut to ordinary lengths i.e. within 20mm of the length indicated) conform to Fe-290 Gde E-165 complete all as specified & directed by Engineer-in-charge.

S&F, rolled mild steel framed work as in doors or gates of angle or other section confirming to Fe 410-W (Gde E-250 quality-A) with gusset plates, rails braces, etc., complete, drilled for fixing of steel sheeting or other covering door etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door, fittings and hanging, also fastering and fixing complete all as specified & directed by Engineer-in-charge.

S&F in repair galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc complete all as specified & directed by Engineer-in-charge. (Note: - Each line wire to be measured).

Fixing only in repairs galvanised 2 strand, steel barbed wire 2.24mm dia barbed with 2 mm dia barbs at 75 mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised mild steel wire, staples or steel pins, etc complete all as specified & directed by Engineer-in-charge. (Note: - Each line wire to be measured).

Dismantling of chain link fencing complete all as specified and directed by Engr-In-Charge

Fixing only chain link fencing including line wires, any mesh, size and type to any type of standards, rails straining bolts, etc including provision of binding wire complete as specified & directed by Engineer-in-charge

Supply only chain link MS galvanised fencing, any size or type complete all as specified and directed by Engineer-in-charge. NOTE :- Fixing included under item No.81 above.

Dismantling Asbestos cement (corrugated,semicorrugated, etc.) sheets in roof coverings complete all as specified and as directed by Engr-In-charge

M&L Prepainted galvanume aluminium zine coating GI based corrugated steel sheeting 0.50 mm thick any colour having tensile strenght 550Mpa in roof coverings fixed with self tapping screws complete all as specified

M&L for lettering with chromium plated steel sheeting 1mm thick and of size 15 cm each including fixing on pillars, posts, wall etc complete all as specified & directed by Engineer-in-charge.

Precast Reinforced Cement concrete Type B0 1:2:4(Using 12.5 mm graded stone aggregate) in 35 mm thick Jallies or louvers including all mouldings complete and set in Cement Mortar 1:4

Cleaning of choked sewage line of 100 mm bore of pipe including drains by rodding 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.

---- ditto --- all as per item No. 71.00 above but 150mm bore sewage line

---- ditto --- all as per item No. 71.00 above but 200mm bore sewage line

---- ditto --- all as per item No. 71.00 above but 250-300 mm bore sewage line

---- ditto --- all as per item No. 71.00 above but 300-600 mm bore sewage line

Cleaning of manholes not exceeding 1.5m deep by means of removing the silt, sludge, etc & bailing out foul water complete manually or mechanically 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.

Cleaning of manholes exceeding 1.5m but not exceeding 3m depth by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically 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. 79 to 82.00:- 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, gully trap in any size by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete and making good all as directed by Engineer-in-Charge.

Blockage of WC/EWC in any type floor by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete and making good all as directed by Engineer-in-Charge.

Blockage of urinal in any type floor by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete and making good all as directed by Engineer-in-Charge.

Blockage of WHB in any type floor by means of removing the silt, sludge, etc & bailing out water complete manually or mechanically and removing the same out side MD land complete and making good all as directed by Engineer-in-Charge.

AMBEY MAA CONSTRUCTION COMPANY

M/S SHRI HARI CONSTRUCTION COMPANY

BHAGWATI CONSTRUCTION

M/s Shri Inder Construction Company

Leelashah Enterprises

S K TRADER