SPECIAL REPAIR TO SEWAGE LINE IN JUNIOR COMMISSIONED OFFICERS OTHER RANK MARRIED ACCOMMODATION IN CERTAIN UNITS AT MIL STN JAISALMER

Amount

Excavating in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm on plan and not exceeding 1.5 m in depth and getting out in hard/dense soil complete all as specified & directed by Engineer-in-Charge.

Excavating 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 not exceeding 1.5 m plan and getting out in hard/dense soil 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 complete all as specified and directed by Engineer-in-charge.

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.

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 complete all as specified and directed by Engineer-in-charge.

Cleaning of choked sewage line of 150 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 complete all as specified and directed by Engineer-in-charge.

Cleaning of choked sewage line of 200 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 complete all as specified and directed by Engineer-in-charge.

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 complete all as specified and 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 complete all as specified and directed by Engineer-in-charge.

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 complete all as specified and directed by Engineer-in-charge. Note for item No. 8 to 11 (i) Rate quoted by the contractor shall deemed to inclusive of all precautionary measures/ equipment’s to the man power working in faul conditions. (ii) Proper complaint register to be maintained and required to submit during payment of RAR/FB.

Supply only integral water proofing compound in sealed pack complete all as specified and directed by Engineer-in-charge.

Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed by Engineer-in-charge.

M&L for rendering 15 mm thick on brick work or concrete surfaces 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).

M&L for rendering 15 mm thick on brick work or concrete surfaces or surfaces other than fair faces of brick work or on one side of lathing in cement mortar (1:4) & finished the surface even & fair without using extra cement complete all as specified and directed by Engineer-in-charge.

M&L for modular brickwork with flyash bricks, straight or curved on plan to any radius in half brick thick walls, built in cement mortar (1:4) 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 for 150mm bore pipe including demolition of existing concrete bed, haunching and breaking up drain pipe of any desription complete all as specified & directed by Engineer-in-charge. Note :- RCC hume pipe shall be measured and paid separately.

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 for 200mm bore pipe including demolition of existing concrete bed, haunching and breaking up drain pipe of any desription complete all as specified & directed by Engineer-in-charge. Note :- RCC hume pipe shall be measured and paid separately.

M&L for Reinforced concrete pipes of dia 150mm bore, class NP2, laid and jointed with collars laid in trenches and jointed in CM (1:1) and tested complete all as specified & directed by Engineer-in-charge.

M&L for Reinforced concrete pipes of dia 200mm bore, class NP2, laid and jointed with collars laid in trenches and jointed in CM (1:1) and tested complete all as specified & directed by Engineer-in-charge.

S&F 110mm bore PVC (SWR) single socketed in any length with rubber ring joints & fixed to walls with MS clamp including taking down existing pipe of any description complete all as specified & directed by Engineer-in-charge.

S&F 75mm bore PVC (SWR) single socketed in any length with rubber ring joints & fixed to walls with MS clamp including taking down existing pipe of any description complete all as specified & 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. Note :- Rate quoted by the contractor shall deemed to inclusive of fixing in PCC 1:2:4.

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. Note :- Rate quoted by the contractor shall deemed to inclusive of gully trap chamber & its cover.

S&F in repair, PVC (SWR) bends of 75mm bore setting & jointing with solvent cement complete all as specified & directed by Engineer-in-charge.

S&F in repair, PVC (SWR) bends of 110 mm bore setting & jointing with solvent cement 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 jointless dark shade tiles of size 450mmx300mmx7mm 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 laid over and including 10mm thick backing coat in CM (1:4) complete all as specified and directed by Engineer-in-charge.

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

M&L for 25mm thick plain cement concrete (1:2:4) type B-0 (using 12.5mm graded stone aggregate) as in flooring & finishing the surface even & fair without using extra cement all as specified & directed by Engineer-in-charge.

M&L for non skid ceramic coloured 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 laid over and including screed bed or bedding layer of 15mm thick in CM (1:6) complete all as specified & directed by Engineer-in-charge.

Demolition of Stone slabs and tiles of any description or thickness in floors, aprons etc. loaded bedded and pointed in any mortar complete all as specified and directed by Engineer-in-charge.

M&L sand stone slabs 5 cm thick in sun-shades, chajjas, shelves, cills, landings, cover stones, templates, etc. n exc. 2m in length, punched dressed on face and along exposed edges, self faced on other side and set and pointed in cement mortar (1:4) complete all as specified and directed by Engineer-in-charge.

S&F in repair, 75 mm dia, cast iron nahani trap with grating including jointing to waste pipe fixed in cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate complete all as specified and directed by Engineer-in-charge.

Demolition of Brickwork or stone/ boulder masonry, built in Cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles etc complete all as specified and directed by Engineer-in-charge.

M&L for preparation of new plastered or unplastered surfaces of walls and applying two coats of cement base paint over a coat of primer complete all as specified & directed by Engineer-in-charge.

deepaktraders (BID ID -3145610)

S K TRADER (BID ID -3138804)