REPAIR AND CLEANING OF SEPTIC TANK, SOAKAGE WELL, SEWAGE LINE AND OTHER CONNECTED BR WORKS IN THE UNITS OF POCKET NO. 05 TO 8 UNDER AGE BR-III AT 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 all as specified and directed 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 specified and directed Capacity 10 Users.

Pumping out foul water from soakage wells / septic Tank mechanically and removing sludge etc complete all as specified and directed Capacity 20 Users.

Pumping out foul water from soakage wells / septic Tank mechanically and removing sludge etc complete all as specified and directed Capacity 50 Users.

Pumping out foul water from soakage wells / septic Tank mechanically and removing sludge etc complete all as specified and directed Capacity 100 Users.

Pumping out foul water from soakage wells / septic Tank mechanically and removing sludge etc complete all as specified and directed Capacity 250 Users.

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 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 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 or manholes not exc 1.5m deep by means of removing the silt, sludge, etc & bailing out foul water complete by mechanically means and covering of the same with soil, not less than 30 cm thick layer and making good all excavated site as required complete all as specified and directed by Engineer-in-charge.

Cleaning or manholes exc 1.5m deep by means of removing the silt, sludge, etc & bailing out foul water complete by mechanically means and covering of the same with soil, not less than 30 cm thick layer and making good all excavated site as required 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.

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.

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.

Pumping out of water / liquid from soak wells of any capacity or size and discharge the same to nallah / drains through hose pipe or by other means upto distance of 250 mtr. Including removing old brick bats/Slucisy material from the soak well and refilling the same after washing brick bats with water etc complete in all respect complete all as specified and directed by Engineer-in-charge.

Note for item above No 1 to 17- 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.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/loose soil 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 & directed by Engineer-in-charge.

Demolition of stone masonry/block masonry including coping built in cement mortar including all quoins, arches, pillars etc complete all as specified and 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 cement mortar (1:4) 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 rendering 15 mm thick on stone masonry surface in cement mortar (1:4) mixed with water proofing compound and finished even & smooth without using extra cement complete all as specified and directed by Engineer-in-charge.

M & L for 150mm bore dia reinforced cement concrete pipes, class NP2, laid and jointed with collars complete all as specified and directed by Engr-in-Charge. (Note :- Excavation and earth work shall be measured and paid separately.

M & L for 200mm bore dia reinforced cement concrete pipes, class NP2, laid and jointed with collars complete all as specified and directed by Engr-in-Charge. (Note :- Excavation and earth work shall be measured and paid separately.

M&L for 150mm bore salt glazed stoneware drain pipes (ISI marked) laid in trenches and jointed in CM (1:1) tested 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) tested complete all as directed by Engr-in-Charge. (Note :- Excavation and earth work 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 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.

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.

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 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.

Surface dressing around septic tank/filter bed ,soak well within fencing n.exc 15 cm deep in hard/ dense soil including cleaning away all grass, vegitations, saplings, shrubs, bushes, weed under growth, roots, trees n.exc 30cm girth etc and removing rubbish to a distance 50m and depositing where directed complete all as specified and directed by Engineer-in-charge.

Demolition of reinformced 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 precast reinforced cement concrete (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in landings, cover slabs (for manholes etc.) 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 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 of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid bedded and pointed in any mortar complete all as specified and directed by Engineer-in-charge.

M&L sand stone slabs 50mm 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 lime mortar (1:2) or cement mortar (1:4), complete all as specified and directed by Engineer-in-charge.

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

JASOL MAA ENTERPRISES (BID ID -3067342)

M/s Shri Inder Construction Company (BID ID -3067400)

M/S SHRI HARI CONSTRUCTION COMPANY (BID ID -3066710)