CA NO. GE/K-71/2025-26 - REPAIR/CLEANING OF SEWAGE LINE SEPTIK TANK, SOAKAGE WELL, MANHOLE AT VARIOUS UNITS AT KARGIL UNDER GE KARGIL

M&L for dewatering and cleaning of septic tank, incl removing sludge with water, waste material from tanks/pits and depositing off the material to a distance n.exc. 500 mtrs and burrying in pits complete all as specified and directed by Engineer-in-charge and filling pits with earthwork. (unit rate quoted will include the rate of labour/machines for making pits disposal of sludge etc)

M&L for dewatering and cleaning of soakage well/ Soakage pits, and depositing off the material to a distance n.exc. 500 mtrs and burying in pits and filling pits with earth complete all as specified and directed by Engineer-in-charge. (unit rate quoted will include the rate of labour/machines for making pits disposal of sludge etc)

M&L for dewatering & cleaning of soakage well & septic tank using honey sucker/Sludge sucker machine of carring capacity 3000 ltr and dispose off material outside MOD land complete all as specified and directed by Engineer-in-charge.

M&L for cleaning of sewage lines and blockage by roding using bamboo split or by mechanical means from manholes to manholes, Nahni traps to gully traps, gully trap to manholes together with vertical stack pipes (where ordered) , cleaning eye to gully trap and taking out all debris, sludge or any solid / foreign materials from sewage line and removing the debris/sludge from site and flushing with water & testing after cleaning of complete for pipe line of dia 100mm/150mm/200mm complete all as specified and directed by Engineer-in-charge.

M&L for cleaning of blockage/filled any type and cleaning of frozen water and accumulated sludge by heating method with blow lamps or any other method and roding the cast iron pipes 100mm bore/SGSW pipe 150mm bore upto soakage well without damaging the WC and pipe and making WC functional complete all as specified and directed by Engineer-in-charge.

Demolition of cement concrete (unreinforced) of any description and in any position complete all as specified and directed by Engineer-in-charge.

Demolition of cement concrete (reinforced) of any description and in any position complete all as specified and directed by Engineer-in-charge.

Dismantling of Stone slabs/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.

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

M&L for Walling of random rubble, uncoursed, well bonded, laid dry in retaining walls, abutments and similar work complete all as specified and directed by Engineer-in-charge

M&L for stone masonry walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, bulit in cement mortar 1:4, complete all as specified & directed.

M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundations, mass filling, sub base and the like complete all as specified and directed by Engineer-in-charge

M&L for coloured chequered cement concrete tiles 300x300x25mm thick, with grey cement pigments, set, jointed and pointed in neat cement slurry in floors including 15 thick screed bed in CM (1:6) complete all as specified and directed by Engineer-in-charge.

M&L for Reinforced cement concrete Type B0 1:2:4 (12.5mm graded aggregates) in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed by Engineer-in-charge.

M&L for Mild steel bars 10mm dia and over, cut to length, bent to shape required, including cranking, ending 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 and directed by Engineer-in-charge.

M&L for providing cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) as in coping or similar works complete all as specified and directed by Engineer-in-charge.

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

M&L rendering 15mm thick cement plaster in cement mortar (1:4) finished even & fair without using extra cement on brick/concrete surfaces complete all as specified and directed by Engineer-in-charge.

M&L for two coats of cement based paint on newly plastered surfaces of walls including preparation of surfaces 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 coloured non-skid ceramic tiles 7 to 8mm thick (square / rectangle) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm in floors etc set and set and jointed in neat cement slurry and pointed in white or coloured cement to match the work including 15 thick screed bed in CM (1:6) complete all as specified and directed by Engineer-in-charge.

M&L for coloured glazed ceremic tiles in vertical surfaces 450X 300X7mm thick, set & jointed in neat cement slurry and pointed in coloured cement to match coloured tiles laid over and including 15mm thick rendering in CM (1:4) complete all as specified and directed by Engineer-in-charge.

Taking down PVC pipe, eaves and gutters (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 by Engineer-in-charge.

S&F 150mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed by Engineer-in-charge.

S&F 75mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed by Engineer-in-charge.

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

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

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

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

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

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

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

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

M&L for 100mm thick PCC bed to drain pipes in PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) including packing under and haunching against the sides of pipe after laid and tested for 150 mm bore complete all as specified and directed by Engr-in-Charge.

S&F in repairs 15 Bib tap standard of PTMT any colour high pressure screwed for iron pipe and fixed. (Minimum weight 15mm-90gms/20mm 125g) complete all as specified and directed by Engineer-in-charge.

S&F in repairs 20mm PP-R Gate valves (brass insert) as per requirement of the site complete all as specified and directed by Engineer-in-charge.

S&F in repair one piece EWC with soft closing seat cover and fittings cistern complete of size 710 x 370 x 745 mm, modern curvy design with flushing efficiency 3.90/2.10 LPF complete, the shade of EWC to be approved by Engr in Charge complete all as specified and directed by Engineer-in-charge.

S&F in repair Health faucet (ABS Body) mild steel chromium plated suitable for 15mm dia pipe with 1.25 metre long flexible tube and ABS wall hook including making connections and fixed in position complete all as specified and directed by Engineer-in-charge.

Dismantling PVC water tanks of capacity exc 250 Ltr but nexc 500 ltr and removing to store complete all as specified and directed by Engineer-in-charge.

Dismantling PVC water tanks of capacity exc 500 but n exc 1000 ltr and removing to store complete all as specified and directed by Engineer-in-charge.

S&F 500 ltr capacity rotationally moulded polythene water storage tanks (cylindrical vertical with closed top) multilayers layers of approved make hoisted & fixed at position complete all as specified and directed by Engineer-in-charge.

S&F 1000 ltr capacity rotationally moulded polythene water storage tanks (cylindrical vertical with closed top) multilayers layers of approved make hoisted & fixed at position complete all as specified and directed by Engineer-in-charge.

S&F in repair stainless steel squatting pan of pattern "long pan" size 580x440mm with 'P' or 'S' trap, front or back inlet and foot rests, any pattern (excluding flushing cistern and flushing pipe) complete all as specified and directed by Engineer-in-charge.

M&L for Pre-cast cement concrete type C-1 block masonry with solid blocks 1:3:6 (using 20mm graded crushed stone aggregate), exc. 10cm in width andn setting in mortar complete all as specified and directed by Engineer-in-charge.

M&L for rendering 15mm thick cement plaster in CM (1:4) finished even and fair without using extra cement on brick/ concrete surfaces,complete all as specified and directed by Engineer-in-charge.

M&L for precast cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregates) as in landings, cover slabs (for man holes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in CM (1:4) complete all as specified and directed by Engineer-in-charge.

Note : Deduction for amount of Rs. 30115.00 as listed in Schedule 'A' Part-II (Schedule of Credit) shall be made while awarding of contract.

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