Military Engineer Services Tender

Cleaning of septic tank by removing entire sludge (any form) from existing septic tank of capacity 25 to 50 users in foul conditions including other foreign materials etc viz sediment, sand ,ash, silt, roots or vegetation etc by mechnical means (using sewage suction vehicle) cleaning the septic tank with water and removing the foul sludge outside the MD land, burying under ground, carrying out necessary disinfection where sludge is deposited and covering the same with soil complete all as specified and as directed Note : Necessary tools and plants required shall be arranged by the contractor and cost of the same shall deemed to be included in the unit rate quoted.

Cleaning of septic tank by removing entire sludge (any form) from existing septic tank of capacity 100 to 300 users in foul conditions including other foreign materials etc viz sediment, sand ,ash, silt, roots or vegetation etc by mechnical means (using sewage suction vehicle), cleaning the septic tank with water and removing the foul sludge outside the MD land, burying under ground, carrying out necessary disinfection where sludge is deposited and covering the same with soil complete all as specified and as directed Note : Necessary tools and plants required shall be arranged by the contractor and cost of the same shall deemed to be included in the unit rate quoted.

Cleaning of manholes in foul conditions, of any size and any depth by taking out entire sludge, soil etc mechanically or manually and removing the same to a distance upto 5Km outside of MD land and burried under ground, carrying out necessary disinfection where sludge is deposited including removing and refixing the manhole covers etc in foul conditions all as specifed and as directed. Note : (a) Rs. 200/-shall be deducted from the payment of contractor in case the complaint is not attended and rectified within 24 Hrs since ordered. (b) Internal size of manhole and depth of sludge only shall be measured and considered for payment.

Site clearance along the alignment of sewage/ drainage line to make site workable condition including clearing away all grass, vegetation, saplings, shrubs, bush wood, undergrowth, roots and trees not exceeding 30cm girth (measured one metre above ground level) and removing rubbish upto a distance of 50m complete all as specified and as directed

Demolition of PCC in foundation, ground floors, pavings not exc 15 cm thickness (below or above ground level) all as specified and as directed.

Demolition of reinforced cement concrete of any description and in any position not otherwise specially provided for complete all as specified and as directed.

Demolition of block masonry built in cement mortar including coping for manholes above or below GL in foul conditions or in any other condition all as specified and as directed.

Demolition of brick masonry built in cement mortar including coping for manholes above or below GL in foul conditions or in any other condition all as specified and as directed.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) removing rubbish off the premises complete all as specified and as directed.

Dismantling stone slab and tiles of any description in floor, laid, bedded and pointed in any type of mortar all as specified and as directed

Taking down cement or cement lime plaster, any description on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and as directed

Demolition and breaking up of drain pipes (salt glazed ware or AC or reinforced cement concrete), set in cement mortar, dia of pipe150mm to 300 mm complete all as specified and as directed.

Excavation in trenches not exc 1.50 m wide and not exc 1.50 m deep for foundation, laying of pipe or for shafts, wells cesspits, man holes etc not exc 10 Sqm on plan and n exc 1.5m in depth and getting out in soft / loose soil complete all as specified and as directed.

Earth work in excavation by mechanical means (Hydraulic excavator) in all kind of soil over areas (exceeding 30 cm in depth,1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, all as specified and as directed.

Returning, filling in soil including spreading, levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed.

Removing excavated soil to distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point etc complete all as specified and as directed.

M&L for moorum filling in floors or paving, laid in layers not exc 15cm thick, spread, levelled and rammed including watering complete all as specified and as directed.

M&L for hardcore of gauge exc 63mm but not exc 100 mm size of broken stone or boulder, deposited, spread and levelled in layers not exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed.

M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregates as in foundation of manholes complete all as specified and as directed.

M&L for PCC 1:3:6, type C1 (using 20mm graded stone aggregates) as in coping including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and as directed.

M&L for 75mm thick PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in plinth protection, etc finished the surface even and smooth without using extra cement including provision of joint of size 10 mm wide & 10 mm deep and filling with bitumen mastic joint filling at every 3m length and at corners complete all as specified and as directed.

M&L for RCC 1:2:4, type B1, using 20mm graded stone aggregates as in slabs of septic tank, supported on walls etc complete all as specified and as directed.

M&L for precast reinforced cement concrete, 1:2:4, type B-1, using 20 mm graded stone aggregates as in manhole cover slabs including necessary forms, moulds etc and finishing concrete surface, even and smooth without using extra cement complete all as specified and as directed.

S&F precast manhole cover (LD) of size 12"x36'' made up of steel fibre reinforcement concrete M-30 grade as per IS etc complete all as specified and directed by Engr-in- charge

All as per serial item No 27 above but of size 12"x48 '' etc complete all as specified and as directed

M&L for precast PCC solid block masonry with PCC 1:5:8 blocks, exc 10 cm width, built in cement mortar 1:6 complete all as specified and as directed.

M&L for brick work with fly ash ' bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and as directed.

All as per serial item No. 30 but here-in-before but except bricks Note : Serviceable burnt bricks obtained from demoition shall be reused

Use and waste of form work to sides and soffits of suspended slab for septic tank and similar work, not exceeding 200mm thick for fair finished surfaces of concrete complete all as specified and as directed.

M&L for mild steel TMT bars, 10mm dia & over, 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 securing with clips complete all as specified and as directed.

All as per serial item No 33 above but 6 mm to 8 mm dia

M&L for water proofing treatment to floor & vertical surfaces of sunken portion complete comprising the following :- (a) After demolition of floor and lime concrete etc. remove all loose particles along with existing water proofing treatment (any No of layers) with wire brushes and cleaning the surfaces with water. (b) Brushing cement slurry with 1.2 kg of cement per square meter duly blended with & including water proofing compound Dr.Fixit or equivalent. (c) 15mm thick (Average thickness) plaster in cement mortar (1:4) mixed with WP compound on sunken surface including walls. The corner of sunken portion shall be rounded in concave shape and adequate slope shall be made during plastering to accommodate sump pipe and curing the sunken portion with water minimum for 48 hrs by ponding. (d) Applying a coat of bitumen primer @ 0.30 litre/sqm on prepared plastered surface, Applying self adhesive type APP based polymeric membrane minimum weighing not less than 3.6 kg/sqm and minimum 3 mm thick reinforced with polyster non-woven fabric (weight not less than 150 gm/sqm (e) M&L for PCC 1:4:8 for filling of sunken portion after concealing all membrane and sealing all joints to the entire with broken bats and light weight, floor area of WC/Bath not exceedding 2sqm on plan and provide hole in the wall and fix 830 mm long 20 mm dia GI spouts light grade, PCC 1:3:6, type C1 (using 20 mm graded stone aggregates) filling complete all as specified and as directed. Note- The rates include for drilling of the hole RCC @ 1.00 m centre to centre, to a depth to a length of 30 mm and fixing of PVC pipes of dia 15/20 mm laid dry and grouting with cement slurry mixed with can bax 100 chemical with pressure grouting with minimum 3 Kg/Sqm complete all as specified and as directed

M&L for water proofing treatment to floor & vertical surfaces of sunken portion complete comprising the following :- (a) After demolition of floor and lime concrete etc. remove all loose particles along with existing water proofing treatment (any No. of layers) with wire brushes and cleaning the surfaces with water. (b) Brushing cement slurry with 1.2 kg of cement per square meter duly blended with & including water proofing compound Dr.Fixit or equivalent . (c) 15mm thick (Average thickness) plaster in cement mortar (1:4) mixed with WP compound on sunken surface including walls. The corner of sunken portion shall be rounded in concave shape and adequate slope shall be made during plastering to accommodate sump pipe and curing the sunken portion with water minimum for 48 Hrs by ponding. (d) Applying a coat of bitumen primer @ 0.30 litre/sqm on prepared plastered surface, Applying self adhesive type APP based polymeric membrane minimum weighing not less than 3.6 kg/sqm and minimum 3 mm thick reinforced with polyster non-woven fabric (weight not less than 150 gm/sqm (e) M&L for PCC 1:4:8 for filling of sunken portion after conceling all membrane and sealing all joints to the entire with broken bats and light weight, floor area of WC/Bath exceeding 2 sqm but not exceeding 3 sqm on plan and provide hole in the wall and fix 830 mm long 20 mm dia GI spouts light grade, PCC 1:3:6, type C1 (using 20 mm graded stone aggregates) filling complete all as specified and as directed. Note- The rates include for drilling of the hole RCC @ 1.00 m centre to centre, to a depth to a length of 30 mm and fixing of PVC pipes of dia 15/20 mm laid dry and grouting with cement slurry mixed with can bax 100 chemical with pressure grouting with minimum 3 Kg/Sqm complete all as specified and as directed

M&L for 75 mm thick PCC 1:4:8, type D-2, using 40 mm graded stone aggregates as in sub base complete all as specified and as directed.

M&L for coloured non skid ceramic tiles, 7 to 8 mm thick (square/ rectangular), area of each tile exceeding 0.06 Sqm but not exceeding 0.11 sqm, as in floors etc. laid over and including 15 mm thick screed bed or bedding layer in cement mortar 1:6, set and jointed in neat cement slurry and pointed in white or coloured cement to match colour of tiles complete all as specified and as directed.

M&L for coloured glazed ceramic tiles of size 300mm x 200mm x 7mm thick / 450mm x 300mm x 7 mm thick on vertical surfaces over and including 10 mm thick cement plaster in cement mortar 1:4, set & jointed in neat cement paste and pointed in white or colour cement to match the colour of tiles complete all as specified and as directed.

M&L 60 mm thick factory made chamfered edge precast cement concrete paver blocks (interlocking tiles) of M-35 grade with any colour, thickness & size/ shape, design & pattern as approved, of required strength, made by table vibratory method using PU mould, glossy finish, laid in required colour & pattern over and including 25mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer, through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed.

M&L cement concrete type D2 1:4:8 (40 mm grade agg) 100 mm thick as in sub base of flooring complete all as specified and as directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. all as specified and as directed.

Add to or deduct from item No 42 above for each 25mm inner girth or part thereof over or under 30cm girth, for forming fair finished surfaces of cement concrete drain or channel, using extra cement including forms, moulds mitred/ stopped ends etc. complete all as specified and as directed.

M&L for at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed.

M&L for rendering 15 mm thick on fair faces of brick or concrete surfaces in cement mortar 1:4 and finished the surfaces even and smooth without using extra cement complete all as specified and as directed.

M&L for preparation of new plastered or previously untreated surfaces of walls and applying two coats of cement base paint over a coat of primer all as specified and as directed

M&L for preparation of new concrete surfaces and applying two coats of synthetic enamel paint over a coat of primer all as specified and as directed

M&L for SGSW pipes of grade 'A', internal dia 150 mm, laid in trenches and jointed & pointed in cement mortar 1:1 complete all as specified and as directed. Note : Excavation, earthwork and PCC bed and haunching concrete shall be measured and paid seperately under respective item.

M&L for RCC hume pipes, 150 mm bore dia, class NP2, laid in trenches and jointed with collars in cement mortar 1:1 complete all as specified and as directed. Note:- (a) Before starting the work the site shall be shown to the GE for approval. (b) Excavation, earthwork and PCC bed concrete shall be measured and paid for seperately under respective item.

All as per serial item No. 49 here-in-before but for 200 mm bore pipes

All as per serial item no. 49 here-in-before but for 300 mm bore pipes

M&L for PCC 1:4:8, type D-2, using 40 mm graded stone aggregates as in concrete bed for 150 mm bore dia drain pipes, any type, including packing under and haunching against the sides of the pipes after they are laid & tested complete all as specified and as directed.

M&L for PCC 1:4:8, type D-2, using 40 mm graded stone aggregates as in concrete bed for 200 mm bore dia drain pipes, any type, including forming cradles to pipes after they are laid & tested complete all as specified and as directed.

All as per serial item No. 53 here-in-before but for 300 mm bore dia pipes.

S&F in repairs, health faucet (ABS Body) mild steel chromium plated suitable for 15 mm 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 as directed.

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

S&F in repairs, 110 mm dia, PVC (SWR) pipes, single socketed, in any length with rubber ring joints, laid in trenches or in floors, complete all as specified and as directed.

S&F in repairs, 75 mm dia, PVC (SWR) pipes, single socketed, in any length with rubber ring joints, fixed to walls complete all as specified and as directed.

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

S&F in repairs, 75 mm dia, PVC (SWR) bends, any radius with access door complete all as specified and as directed.

S&F in repairs, 110 mm dia, PVC (SWR) bends, any radius with access door complete all as specified and as directed.

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

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

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

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

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

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

S&F in repairs, 110 mm dia PVC (SWR) reducer complete all as specified and as directed.

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

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

S&F in repairs, PVC (SWR), 75 mm outer dia floor trap, plain with grating including jointing with solvent cement, complete all as specified and as directed.

S & F in repairs vitreous China, white, squatting pan, Orissa pattern of size 630 X 450 mm with integral foot rests (excluding flusing cistern) including traps & set in cement concrete as specified including flush pipe and connecting to trap complete all as specified and as directed.

S&F in repairs vitreous china wash down water closet pan (Pedestal pattern/ anglo pattern) white including connection to drain with trap (excluding flushing cistern) and including white or black seat cover for pedestal pan with mild steel chromium plated aluminium hinging device, fixed to pan with suitable screws including flush pipe etc complete all as specified and as directed.

S&F in repairs vitreous China bowl urinal flat back of size 440 x 345 x 250 mm white (minimum), with grating and union for discharge pipe (excluding flushing cistern) with and including chromium plated urinal spreader fixed with 15 mm dia pipe. including PVC connection 15mm bore and 450mm long , 40mm PVC waste pipe & 40 mm waste coupling providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plug, with and including 60mm long screws, pointing around urinal back in cement complete all as specified and as directed.

S&F in repairs, 10 litres capacity, PVC valveless , syphonic action type, flushing cistern, low level , white with inlet ball valve and handle including brackets, PVC connection 15mm dia with PTMT nuts of length 450mm complete all as specified and as directed.

S&F in repairs, 32mm dia semi rigid PVC waste pipe for sink, urinal, wash hand basin etc, length not less than 900mm complete all as specified and as directed.

S&F in repair salt glazed stone ware gully trap, square mouthed type P of size 150mm x 150mm complete all as specified and as directed.

M&L for construction of soakage well (1.8 m dia x 6 m effective depth) including excavation in any type of strata (soil or any type of rock), foundation in PCC 1:3:6, walls of honey combed masonry with top slab in RCC M-25 concrete including intercepting chamber and screen chamber made of brick masonry in cement mortar 1:4, RCC cover slab in M-25/ SFRC cover, interconnecting pipes of RCC, complete filled with brick bats of required size complete all as per Drawing No CEPZ/2019/TD/03 sheet 1/2 & 2/2 with and including demolition of old unserviceable soakage well complete all as specified and as directed