Repair replacement existing sewage lines septic tank soakage well and repair to toilets and pathway Hardstanding Drain Fencing and allied works at South Camp and West Camp under AGE I MFFR

Amount

Cleaning/removing blockage of sewer line (SGSW/RCC/CI) of dia 100/150/200/300mm etc of any description or in any position by roding, by pressure pump of any type or by using any mechanical equipments, manually or by puncher of sewage`line and repair the same if required including taking off and refixing manhole covers including removing all sludge in or outside MOD land complete all as specified and directed by Engr-in-Charge.

De-watering from septic tanks/soakage wells by suitable pumps and also removing of all wastes, semi solid or liquid of any description to the location as specified and directed by Engr-in Charge. (note: dewatering tank will be taken outside the defence land for disposal)

Cleaning/removing blockage of EWC, IWC, Gully Trap, including P or S Traps of any description, by rodding, by pressure pumps of any description or by other mechanical equipments in any position or locations at Military stn MFFR and nodes under AGE MFFR area till complete satisfaction within 48 hr of complaint of Engr-in-Charge.

Cleaning/removing blockage of floor trap, nahni trap, wash basins, sinks etc including waste pipe or waist coupling etc. by manually or mechanically at locations at Military stn MFFR and nodes under AGE MFFR area till complete satisfaction within 48 hr of complaint of Engr-in-Charge.

De-sludging by removing of semi solid sludge from existing septic tanks of any depth, any capacity in foul condition, including taking and placing in position the manhole cover of any description, removal of sludge & solid content to any place outside defence land and deposting where directed by Engineer-in-Charge.

De-sludging the existing / cleaning of man holes of depth not exceeding 2 mtrs of any size by removing silt/grit/sludge and faul water either by mannual or by mechanical means and flushing water through man holes to ensure free flow of sewage, placing back the man holes covers in position including removal all the sludge/silt/any foreign material from the sewer lines out the defence land complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches in soft/loose soil not exceeding 1.5 m wide and not exceeding 1.5 m deep in foundations or for walls of manholes etc not exc 10 sqm on plan and not exceeding 1.5 m in depth and getting out complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, soft/loose soil including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and directed by Engineer-in-Charge.

Removing surplus soil obtained from item Nos 7-8 here-in-before 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 hunching with bedding layer to drain pipes including drain pipes dia 150 mm etc complete against the side of the pipe & removing complete all as specified and directed by Engineer-in-Charge.

M&L for Cement concrete (1:3:6) type D-2 using 40 mm graded stone aggregate as in packing under and hunching against the sides of pipes, with bedding layer, after they are laid and tested in 150 mm dia of pipe complete all as specified and directed by Engineer-in-Charge.

M & L for DWCPE (SN8)180(OD)/163(ID) mm diameter pipes laid on 150mm thick bed with excavation in any type of soil, including manholes / drop manhole of standard size made of Brick masonry / RCC / Precast RCC with SFRC ventilating cover and frame. Includes all items and activities to execute and make sewer line functional for 0.70m - 1.65m depth complete all as specified and directed by Engineer-in-Charge.

M&L for Cutting salt-glazed 150 mm stoneware drain pipe in position, including jointing socket end of new pipe to same with packed spun yarn and cement mortar l:l complete all as specified and directed by Engineer-in-Charge.

Demolition of brickwork built in cement or cement lime mortar complete all as specified and directed by Engineer-in-Charge.

Demoliition Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and directed by Engineer-in-Charge.

M&L for P.C.C (1:2:4) type B-2 using 40 mm graded stone aggregate as in surface channels and drains etc inside the manholes complete all as specified and directed by Engineer-in-Charge.

M & L for Cement concrete 1:5:10, type E-2 using 40 mm graded stone aggregate) in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

M&L for Brickwork with sewer bricks straight or curved on plan exc 6 m mean radius for man-holes/ septictank/ soakwell etc. in sewer works in curved work on plan with mean radius exc 6.0 mtr CM 1:4 complete all as specified and as directed by Engr-In-Charge.

All as per serial item No. 18 here-in-before but using old bricks complete all as specified and directed by Engineer-in-Charge.

Taking down cement plaster/terrazo finish on brick or stone walll 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 15mm thick cement plaster in cement and sand mortar 1:4 using water proofing compound as per manufacturer’s instructions on brick or concrete surfaces (surfaces fair or other than fair) including finishing the surfaces even & smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

Demoliton of stone slab as in roofs , suspended floors any thickness jointed in any mortar complete all as specified and directed by Engineer-in-Charge.

M&L for Jodhpur stone of roof slab self faced ,7.5cm to 10 cm thick ,25 cm to 35cm wide ,hoisted and set ,jointed and grouted in cement and sand mortar (1:6) complete all as specified and directed by Engineer-in-Charge.

M&L for 50mm thick P.C.C 1:3:6 C2 using 40 mm graded stone agg. As in floors over stone patti roof slab finished the surface even and fair complete all as specified and directed by Engineer-in-Charge.

M&L for Cutting into existing manholes or connecting new, drains making good existing benching or forming channel and reforming benching with cement and sand mortar 1:4 or PCC 1:2:4 type B-1 smooth finished and reforming benching as in 150 mm dia of pipe complete all as specified and directed by Engineer-in-Charge.

Demolition of Reinforced Cement Concrete in ground floor and pavings n exc 15 cm thickness below or above ground level complete all as specified and directed by Engineer-in-Charge.

M&L for Pre cast reinforced cement concrete 1: 2 :4 using 20 mm graded stone aggregates Medium Duty MD-10 Rectangular / Circular min cement content is 360kg/cum as with poper compaction vibrotor with lifiting hooks in manhole covers including removing old damaged cover from manhole complete all as specified and as directed by Engineer-in-Charge

M&L for Mild steel TMT bars 10mm dia and over as reinforcement for concrete, cut to length, bent to shape required, including cranking, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge.

M&L for Providing cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate as in copings etc. including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work complete all as specified and directed by Engineer-in-Charge.

S&F in repairs PVC (SWR) bends any radius, 110 mm bore complete all as specified and directed by Engineer-in-Charge.

S&F in repairs PVC (SWR) bends any radius, 75 mm bore complete all as specified and directed by Engineer-in-Charge.

S&F in repairs PVC (SWR) junction single, (single T) equal or unequal any radius, 110 mm bore complete all as specified and directed by Engineer-in-Charge.

S&F in repairs PVC (SWR) junction single, (single T) equal or unequal any radius, 75 mm bore complete all as specified and directed by Engineer-in-Charge.

S&F in repairs PVC (SWR) pipes 110 mm dia single socket in any length with rubber ring joints fixed to walls including MS clamps etc incl taking down unservicable pipe complete all as specified and directed by Engineer-in-Charge.

S&F in repairs PVC (SWR) pipes 75 mm dia single socket in any length with rubber ring joints fixed to walls including MS clamps etc incl taking down unservicable pipe complete all as specified and directed by Engineer-in-Charge.

S&F in repairs PVC (SWR) reducers 75-110 mm dia complete all as specified and directed by Engineer-in-Charge.

S&F in repair cast iron floor trap, outlet dia 75 mm, including jointing to waste pipe fixed in cement concrete 1:2:4, Type B 1 using 20 mm graded stone aggregate complete all as specified and directed by Engineer-in-Charge.

S&F in repairs Stack clamps out of 50mm x 3mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof, for 100_mm bore pipes complete all as specified and directed by Engineer-in-Charge.

M&L for 5cm thick Sand stone slabs in sunshades, 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.

Dismantling floor, hearth or wall tiling including cement mortar bedding but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.

M&L for 25 mm thick PCC 1:2:4 type B-0 using 12.5mm graded stone aggregate in any position in floor/roof complete all as specified and directed by Engineer-in-Charge.

M&L for Non skid coloured ceramic tiles area exc 0.11 sqm but not exc 0.18 sqm 7 to 8 mm thick as in floor etc set and jointed in neat cement slurry and pointed in coloured cement to match the shade of tiles over and including 15 mm thick screed bed in cement and sand mortar 1:6, complete all as specified and as directed by Engineer-in-Charge.

M&L for coloured Glazed ceramic tiles in vertical surfaces 350 x 250 x7 mm/ 450 x 300 x7 mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match over & incl.10 mm thick screed bed in CM 1:4.complete all as specified and as directed by Engineer-in-Charge.

Demolition of PCC Paver block of any descreption laid bedded dry from path / hardstanding including removal dry sand screed bed complete all as specified and directed by Engineer-in-Charge.

Demolition of cement concrete (unreinforced) in ground floors and paving exceeding 15cm thickness but above above ground floors complete all as specified and directed by Engineer-in-Charge.

M&L for 75mm thick cement concrete 1:4:8 type D2 using 40mm graded stone aggregate in sub base in floors and paving ,laid in panels and finished even & fair complete all as specified and directed by Engineer-in-Charge.

M&L for 25mm thick sand filling under floors, cushning under interlocking tiles or in foundations incl watering and consolidations complete all as specified and directed by Engineer-in-Charge.

M&L for 60mm thick factory made coloured mixed with pigment precast concrete interlocking paver block of grade M-35 confirming to IS 15658-2006 manufactured by vibratory process laid over sand cushioning complete all as specified and directed by Engineer-in-Charge.

M&L for 80mm thick factory made coloured mixed with pigment precast concrete interlocking paver block of grade M-35 confirming to IS 15658-2006 manufactured by vibratory process laid over sand cushioning complete all as specified and directed by Engineer-in-Charge.

M&L for 75mm thick cement concrete 1:2:4 type B-2, using 20mm graded stone aggregate in any thickness,in flooring/hardstanding laid in alternate panels incl all necessary formwork and vibrator to be used complete all as specified and directed by Engineer-in-Charge.

Note:-Old unserviceable material retrieved from items 01 to 50 will be deposited to MES store at sounth or west camp and to be taken on charge being property of MES.

M/s JUGAL KISHORE MISHRA AND SONS (BID ID -3351772)

SRI SAI CONSTRUCTION COMPANY (BID ID -3351583)

M/s Shubham Enterprises (BID ID -3351676)