Military Engineer Services Tender

Removing manhole covers, Cleaning of manhole chamber of depth up to 1.5m, removing muck sludge/silt/liquid mud etc, (in foul position using sealed tins or sludge removal tankers) to a distance exceeding 50m outside MD land premises, testing of manholes by filling with water etc and relaying the manhole covers in same position complete all as directed.

All as per Serial item No.4 here-in-above; but depth exceeding 1.5 metres and not exceeding 3.00 metres

Opening covers of Septic tank, Soak wells, removing/bailing out liquid along with floating material, sludge from any position in foul conditions by mechanical means using suction pump, hose pipe and its accessories mounted on vehicle so that pumping can be easily be carried, cleaning the inlets and outlets with water, disposing off the sludge to a distance exceeding 50m outside MD land premises complete, relaying the covers back in position and including rough excavation for burring the liquid, sludge in the excavated area and levelling the same all as specified and as directed by the Engineer-in-charge. Notes:- (i) Quoted rate shall deemed to include rough excavation to burry liquid / sludge and leveling. (ii) Internal size of septic tank up to existing liquid depth will be measured for payment. (iii) The tenderer has to take cognizance of approach to septic tank and the length of hose pipe required for pumping the sewage. No extra claim what-so-ever arising shall be entertained on this account. The quoted rate shall deemed to include this aspect.

Cleaning of Septic tank/Soak well by taking out muck/sludge/silt/mud etc under any position including foul condition manually and disposing off the same in sealed tins to a distance exceeding 50m out side MD land complete all as specified and as directed.

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, vegetations, 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 directed by Engineer-In-Charge.

Excavation in trenches not exceeding 1.5 meter wide and not exc. 1.5 meter in deep not exceeding 10 sqm on plan and getting out in hard/dense soil.

All as per Item No. 9 here in before but exc. 1.5 meter and not exc. 3.0 meter in deep, complete all as specified and as directed.

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

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

Demolition of Brick work or PCC solid block masonry built in cement mortar or cement lime mortar including all quoins, arches, pillars etc but excluding ashlar facings dressed stone work and pre-cast concrete articles.

Demolition of cement concrete of any description and in any position not otherwise specifically provided for.

Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for cover slabs and similar work all as specified.

M&L for Plain cement concrete 100 mm thick 1:3:6 type C2 (40mm graded stone aggregate) as in sub base complete all as specified and directed.

M&L for Plain cement concrete 100mm thick 1:2:4 type B2 (40mm graded stone aggregate) and complete all as specified and directed.

M&L for Plain Cement concrete 1:4:8 type D2 using 40mm graded stone aggregate for foundation filling and mass concreting.

M&L for providing plain cement concrete 1:2:4 type B0 using 12.5 mm graded stone aggregate as in benching, edging, chamfering, etc complete all as specified and directed

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

M&L for providing plain cement concrete 1:3:6 type C0 using 12.5 mm graded stone aggregate as in bed blocks/coping etc including necessary form work all as specified.

M&L for providing precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate for cover slab set in CM 1:4 including necessary form work.

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

M&L for rendering 15mm thick on fair faces of brick work/concrete surfaces in cement mortar 1:4 mixed with approved water proofing compound finished even and smooth with out using extra cement. Note :- Supply only of water proofing compound will be measured and paid separately where required.

Supply only of liquid based water proofing compound

Supply only of water proofing compound

M&L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking bending spirally for handle, rungs and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, as in cover slabs all as specified and as directed by engineer-in-charge.

M&L for mild steel TMT bars 6 to 8 mm dia, cut to length, bent to shape required, including cranking bending spirally for handle, rungs and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips, as in cover slabs all as specified and as directed by engineer-in-charge.

M&L for mild steel round bars 10 mm dia fabricated and fixed as in rungs, steps, handles, etc., all as specified and as directed by engineer-in-charge.

Demolition and breaking up 100mm dia SWG drain pipe set in cement mortar.

Demolition and breaking up 150mm dia SWG drain pipe set in cement mortar.

M&L for Salt glazed stoneware pipes of 100mm dia (internal diameter) grade 'A' laid in trenches and jointed and tested as specified.

M&L for Salt glazed stoneware pipes of 150mm dia (internal diameter) grade 'A' laid in trenches and jointed and tested as specified.

M & L for Plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in bed to drain pipes of 100mm bore including packing under and haunching against the sides of pipes after they are laid & tested as specified.

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

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 round section) in cement concrete type B1, 1:2:4, smooth finished, and reforming benching as required for 150 mm internal dia.

Supply and fixing in repairs PVC (SWR) floor trap 75mm dia plain with grating including jointing with solvent cement etc. complete all as specified and as directed.

M&L in repairs PTMT grating doom suitable for opening of 100 mm dia (weight not less than 25 grams) complete all as specified and as directed;

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

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

S&F in repairs 110mm dia PVC (SWR), type 'B' pipes, single socketed in any length with rubber joints fixed to walls/floor, with clamps etc complete all as specified and directed

S&F in repairs 75 mm dia PVC (SWR), type 'B' pipes, single socketed in any length with rubber joints fixed to walls/floor, with clamps etc complete all as specified and directed

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

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

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

Material and labour, for Pre-cast cement concrete block masonry with grade ‘C’ solid blocks exceeding 10 cm in width, having minimum compressive strength of 40 Kg / Sq cm as per IS 2185 (Part- I) 2005 and set in CM 1:4 complete all as specified and as directed.

Material and labour, for Pre-cast cement concrete block masonry with grade ‘C’ solid blocks exceeding 10 cm in width, having minimum compressive strength of 40 Kg / Sq cm as per IS 2185 (Part- I) 2005 and set in CM 1:6 complete all as specified and as directed.