Military Engineer Services Tender

Removing excavated soils not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified.

Demolition of brick work or stone/boulder masonry built in cement mortar or cement lime mortar including all quions, arches, pillars etc byt excluding ashlar facings, dressed stone work and pre cast concrete articles complete all as specified and directed.

M&L for brick work with sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in cement mortar 1:6

15mm thick rendering on brick work or concrete surfaces in CM 1:4 finished fair & even without extra cement, cement mortar mixed with WPC @ 3% of weight of cement Note: WPC measured & paid for separately

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

Temporarily blocking of inlet of septic tanks/manhole with suitable woden plugs/gunny bags and pumping/bailing out effluent and taking out/removing the accumulated sludge soil sewage/any other foreign/foul materials etc (solid/semisolid) from the septic tanks/manholes complete and cleaning the septic tank/manholes with water by mechanically and removal of sludge to a distance not exceeding 100 meters and depositing in a excavated pit of appropriate size as directed and filled up with earth in each layers of 30 cm thick including spreading bleaching powder and including taking out Septic Tank/ manhole cover slab for cleaning and resetting after cleaningincluding taking out the blocking arrangements of inlet and making the system functional complete all as specified and directed. Note:- (i) Depth of Manhole/Soak Well/Septic Tank 0.5 to 1.5 m from below GL. (ii) Size of tank upto water level shall be measured. (iii) Earth to be filled over the pit shall be filled after sufficient absorption of liquid and size of pit shall be made accordingly. (iv) To avoid any health hazard or spreading of any foul gas, bleaching powder shall be spread as directed by the Engineer-in-charge. Cost of supply of bleaching powder, spreading bleaching powder and excavating the earth pit and filling of earth etc shall be deemed to be included in the rate quoted under this item . (iii) If any complaint not attended upto 24 hours a panel recovery @350/- each will be recovered.

Deployment of man power and Hiring of Sever Cleaning Zetting Machine (Hydraudrolic) and cleaning the blockage sever line, septic tanks & Manholes etc by mechanical including taking out the blocking arrangement of inlet dia from 150 mm to 300 mm and making the system functional complete all as specified and directed. Note:- If any complaint not attended upto 24 hours a panel recovery @350/- each shall be recovered.

Temporarily blocking of inlet of septic tanks/manhole with suitable woden plugs/gunny bags and pumping/bailing out effluent and taking out/removing the accumulated sludge soil sewage/any other foreign/foul materials etc (solid/semisolid) from the septic tanks/manholes complete and cleaning the septic tank/manholes with water by mechanically and removal of sludge to a distance not exceeding 100 meters and depositing in a excavated pit of appropriate size as directed and filled up with earth in each layers of 30 cm thick including spreading bleaching powder and including taking out Septic Tank/ manhole cover slab for cleaning and resetting after cleaningincluding taking out the blocking arrangements of inlet and making the system functional complete all as specified and directed. Note:- (i) Depth of Manhole/Soak Well/Septic Tank 1.5 to 4.5 m from below GL. (ii) Size of tank upto water level shall be measured. (iii) Earth to be filled over the pit shall be filled after sufficient absorption of liquid and size of pit shall be made accordingly. (iv) To avoid any health hazard or spreading of any foul gas, bleaching powder shall be spread as directed by the Engineer-in-charge. Cost of supply of bleaching powder, spreading bleaching powder and excavating the earth pit and filling of earth etc shall be deemed to be included in the rate quoted under this item . (iii) If any complaint not attended upto 24 hours a panel recovery @350/- each will be recovered.

Temporarily blocking of sewage line with suitable wooden plugs/gunny bags and cleaning the same by rodding and removing the sludge alongwith brick bats/stones/broken bottles/any othe foreign materials etc complete and cleaning the sewage line with water by mechanically as directed by EIC and taking out the blocking arragements of inlet and making the system functional for 150 mm bore size of pipe lines complete all as specified and directed.

All as item No 12 above but 200 to 300 mm bore

Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches,

Supply,laying and Jointing 200 mm bore DI (spun) spigot and socket pipe class K9 suitable for Tyton joint of thickness 6.3 mm prefered 'C' class (C 40) confirming to IS 8329/200 ISI Marked complete all as specified and directed by Engineer in Charge.

M&L PCC 1:3:6 type C2 using 40 mm graded stone aggregate as in concrete bed to pipes of 150 mm bore including packing under & haunching against the sides of pipes after they are laid & tested including demolition of old pipe & PCC bed with haunching and removal of debries complete all as specified and directed.

M&L for reinforced concrete pipe 150 mm bore, class NP-2 with one collar per length of pipe laid and jointed in trenches complete all as specified and directed.

Demolition of precast RCC manhole covers, set in cement mortar and removing form site all as specified and directedland complete

M&L for Pre cast RCC 1:2:4 type B1 using 20 mm graded stone aggregates as in cover slab for soakage well / manhole and similar works supported on walls and set in cement mortar 1:4 complete. Note:- Reinforcement steel will be measured & paid separately

S&F TMT reinforcement bars 8 mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hookings ends and binding with and including mild steel wire (annealed) not less than 0.90 mm dia or securing with clips complete all as specified and directed.

Demolition of cement concrete in ground floor and pavings not exc 15cm thickness below or above ground level, including removal of debries

Demolition of Stone sett, paving of any description or thickness laid dry all as directed.

M&L for 100 mm thick PCC 1:4:8 type D2 (using 40 mm graded stone aggregate) as in sub base floor etc complete all as specified and directed.

M&L for 75 mm thick PCC 1:2:4 type B2 (using 40 mm graded stone aggregate) as in floor etc complete all as specified and directed.

M&L for Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 30mm thick compacted bed of fine 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 directed.

M&L plain cement concrete cast in situ 1:2:4 type B0 using 12.50 mm graded stone aggregate as in copings, / benching of manhole and other similar work including weathering, slightly rounded or chamfered angles and throating etc including use & waste form work all as specified and directed

Dismantling of roof sheet (any descriptions) including ridges in roof covering all as specified and directed.

S&F in repair Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified

Dismantling wrought iron or mild steel work of any description not otherwise provided for

S&F steel work in tubular trusses/posts including special washers etc complete using ERW or induction butt welded tubes conforming to I.S. 1161-1998 grade St-240

M & L for Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates (Grade Fe- 290 (Gde E- 165) complete all as specified.

M&L for preparing new steel steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified.

Excavating in post holes each not exc. 0.5 cum getting out in soft / loose soil, returning filling in and ramming earth or broken rubble mixed with earth around, in layers not exc. 25 cm, watering and removing surplus soil to a distance not exc. 50 m and depositing where directed

S&F in repairs Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured).

Restraining resecuring incl making good staple of barbed wire of any size all as specified