REPAIR TO MANHOLES ,SEPTIC TANK , SOKAGE WELL , SEWAGE LINE AND MANHOLE COVERS INCLUDING CLEANING AND MISC WORKS AT MCMM UNDER AGE B/R-I OF GE (EAST) JABALPUR

Amount

Cleaning/opening of all blockage of underground sewage lines at any depth (including taking off manhole covers of RCC/CI covers of any size and repositioning after cleaning) and removing any type of blockage including de-silting and de-chocking manually by providing roding and flushing after cleaning including removal of sludge/wastage. All T&P/mechanical equipments required shall be provided by the Contractor in all working day and as directed by Engineer-in-Charge, the size/bore of sewage lines upto 150mm bore of pipe complete all as specified and directed. Note :- All safety measures shall be taken by the Contractor as per safety code.

Cleaning/opening of all blockage of underground sewage lines at any depth (including taking off manhole covers of RCC/CI covers of any size and repositioning after cleaning) and removing any type of blockage including de-silting and de-chocking manually by providing roding and flushing after cleaning including removal of sludge/wastage. All T&P/mechanical equipments required shall be provided by the Contractor in all working day and as directed by Engineer-in-Charge, the size/bore of sewage lines exceeding 150mm bore but not exceeding 300mm bore of pipes complete all as specified and directed. Note :- All safety measures shall be taken by the Contractor as per safety code.

Cleaning/opening of all blockage for the following by mechanically/manually by roding/pumping or any other suitable means of any type and any depth and also to remove the sludge/solid contents out of defence land including covering with a layer of earth and repositioning of the RCC/CI cover slab including water closet any description including trap and CI/PVC pipe line upto first manhole complete all as specified and directed.

Cleaning/opening of all blockage for the following by mechanically/manually by roding/pumping or any other suitable means of any type and any depth and also to remove the sludge/solid contents out of defence land including covering with a layer of earth and repositioning of the RCC/CI cover slab including floor trap/Nahani trap upto and including gully trap complete all as specified and directed.

Cleaning/opening of all blockage for the following by mechanically/manually by roding/pumping or any other suitable means of any type and any depth and also to remove the sludge/solid contents out of defence land including covering with a layer of earth and repositioning of the RCC/CI cover slab including pipe from gully trap upto first manhole (excluding gully trap) complete all as specified and directed.

Note For Ser No 03 to 05 :- (i):-The complaint shall be cleared/rectified to the complete satisfaction of Engineer-in-Charge within the same day. (ii). Two sweeper with T&P/ mechanical equipments shall be provided by contractor on each working day for 08 hours per day per sweeper to clear any type of blockage for manholes, gully trap, Nahani trap, bottle trap, WC etc on day to day complaint basis by user. (iii) The contractor representative alongwith two sweepers will report at 0900 hrs to the sub division for complaints and submit completion report at 1700 hrs every day. (iv) All the safety measures shall be taken by the contractor as per safety code.

Cleaning of Manhole/septic tank/soakage pit of any size, type and any depth and removing the sludge/solid content from the septic tank/soakage pit by manual/ mechanical method or any other suitable means at the discretion of the contractor at his own arrangements including flushing with fresh water and make the septic tank/soakage pit fully functional to the entire satisfaction of Engineer-in-Charge and also to remove the sludge/solid contents out of defence land including covering with a layer of earth and repositioning of the RCC/CI cover slab complete all as specified and directed. Note:- Net measurements for sludge only be paid. Rate shall be included of dewatering.

Demolition and breaking up drain pipes 150 mm (salt glazed ware or reinforced concrete) incl PCC bedding & hauching set in cement mortar of above dia pipe complete all as specified and directed.

Demolition and breaking up drain pipes 200 mm (salt glazed ware or reinforced concrete) incl PCC bedding & hauching set in cement mortar of above dia pipe complete all as specified and directed.

Demolition and breaking up drain pipes 300 mm (salt glazed ware or reinforced concrete) incl PCC bedding & hauching set in cement mortar of above dia pipe complete all as specified and directed.

M&L for 150mm dia reinforced cement concrete pipe class NP-2, laid and jointed complete with collars all as specified.

Supply and laying of PVC pipe bearing ISI mark of IS-15328 150 mm bore minimum 4 mm thick incl jointing with coppler complete laid in trenches or floors complete all as specified and directed. Make : Supreme/Kisan/Finolex

M&L PCC 1:4:8 type D2, 40mm graded stone aggregate as in concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 150 mm bore complete all as specified and directed.

M&L for 200mm dia reinforced cement concrete pipe class NP-2, laid and jointed complete with collars complete all as specified and directed.

M&L PCC 1:4:8 type D2, 40mm graded stone aggregate as in concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 200 mm bore complete all as specified and directed.

M&L for 300mm dia reinforced cement concrete pipe CL NP-2 laid and jointed complete with collars complete all as specified and directed

M&L PCC 1:4:8 type D2, 40mm graded stone aggregate as in concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested for 300 mm bore complete all as specified and directed.

Demolition of RCC of any description specifically provided for complete all as specified and directed.

M&L for Precast RCC (1:2:4) type B1 (using 20mm graded stone aggregate), in cover slabs of manholes, open drains inclusive of form work set in CM (1:4) complete all as specified and directed Note : Reinforcement shall be measured and paid separately.

M&L mild steel TMT bars 8mm dia cut to length, bent 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 secring with clips complete all as specified and directed.

M&L for PCC 1:2:4 type B2 using 40mm graded stone aggregate as in surface channels & drain complete all as specified and directed.

M&L for Providing PCC (1:24) type B1 using 20 mm graded aggregate as in coping/Channel of drain etc complete all as specified and directed.

Excavation in trenches, not exc 1.50 m depth & n. exc 1.50m wide for foundation etc & getting out in any type soil complete all as specified and directed.

Excavation in trenches, exceeding 1.5 m deep and not exceeding 3.00 m deep & n. exc 1.50m wide for foundation etc & getting out in any type of soil complete all as specified and directed.

Returning filling including spreading, leveling watering & Well ramming in layers n.exc 25 cm thick in any type of soil complete all as specified and directed.

Removing excavated material in soft/loose soil exc 250m & not exc 500m and depositing where directed at a level n. exc 1.50m above starting point complete all as specified and directed.

Demolition of unreinforcement concrete is ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as sepecified and directed.

M&L for PCC 1:4:8 type D2, 75mm thick using 40mm graded aggregate as in sub base complete all as specified and directed.

M&L for PCC type B2 ,1:2:4(40mm graded aggregate) 100mm thick as in floor and finish the surface even and fair without using extra cement complete all as specified and directed.

Demolition of brick work/stone masonry/ PCC block masonry built in cement mortar or cement lime mortar including all quoins, pillars, arches etc, but excluding ashlar facings dressed stone work and precast concrete articles complete all as specified and directed.

M&L for brick work with old size sub class “B” bricks straight or curved on plan exc 6m. mean radius built in CM (1:6) complete all as specified and directed

M&L for Plain cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed

M&L for rendering 15mm thick in CM 1:4 in two layers on fair faces of brick work or concrete surfaces 10mm first coat and 5mm second coat finishing the surfaces even and smooth without using extra cement and with using integral water proofing compound complete all as specified and directed. Note : WPC shall be measured and paid separately.

Supply only liquid water proofing compound complete all as specified and directed.

M&L for cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete (1:2:4) type B-I smooth finished, and reforming benching as required, internal bore of pipe 150mm bore complete all as specified and directed

Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories complete all as specified and directed.

S&F 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joint fixed to walls complete all as specified and directed.

S&F PVC (SWR) pipes single socketed in any length with rubberring joints fixed to walls 75mm bore complete all as specified and directed.

S&F in repairs 110 mm bore PVC (SWR) bends complete all as specified and directed.

S&F in repairs 75 mm bore PVC (SWR) bends complete all as specified and directed.

S&F in repairs 110 mm PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed.

S&F in repairs 75 mm PVC (SWR) branch piece, single (single Y) equal or unequal complete all as specified and directed.

S&F in repairs 110 mm PVC (SWR) branch piece, double (double Y) equal or unequal complete all as specified and directed.

S&F in repairs 75 mm PVC (SWR) branch piece, double (double Y) equal or unequal complete all as specified and directed.

S&F in repairs 110 mm bore PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed.

S&F in repairs 75 mm bore PVC (SWR) junction single, (Single T) equal or unequal complete all as specified and directed.

S&F in repairs 110 mm bore PVC (SWR) vent cowl complete all as specified and directed.

S&F in repairs 75 mm bore PVC (SWR) vent cowl complete all as specified and directed.

Schedule of credit amount of Rs. 1,91,250.00 to be deducted during AOC.

SHRI KRISHNA CONSTRUCTIONS (BID ID -3110412)