REPAIR / CLEANING OF SEWAGE LINE, SEPTIC TANK MANHOLE AND CONNECTED ITEMS UNDER GE JHANSI

Amount

Attending day to day complaint of different type sewage work such as blockage of WHB, WC,urinals, Sink, Bottle trap, Floor trap, Nahani trap, 'P' or 'S' traps of WCs, gully trap, vertical pipes of any type and any dia including juction holes of any description of various units area, Single living Accn, JCOs ORs Md Accn, Offrs Md Accn and any other Accn under GE Jhansi, repairing of CI pipes joints (lead,cement joints) cleaning of sewage line, manholes of anynsize and depth and making it fully functional and removal of sludge / mud out side of Cantt area, excluding sunday and holiday by employing following manpower, to entire satisfaction of Engr-in-charge for making payment with following requirement / condition, complete all as directed.

NOTE FOR ITEM NO 1

(a) The contractor will have to employ minimum 08 nos ( 04 No for AGE B/R-I area and 04 No for AGE B/R-II area) labour / mazdoor every day excluding Sunday and holiday to attend day to day sewer complaints.

(b) The cost of items like nails screws,hexa blades, washers, plugs, cement, gasket, lead, jute, packing material, bamboo sticks, etc shall be deemed to be inclusive in the quoted rates only.

(c) All the complaint(s) will be addressed and rectified within 04 hrs from the time of receipt of complaint.If,contractor or his tradesman fails to attend and rectify the complained within 04 hrs from the time of receipt of complaint,the compensation/penalty of Rs 50.00 ( Rupees fifty only) per complaint per hr for 04 hrs and after that Rs 100.00 ( Rupees one hundred only) per complaint per hr shall be recovered from the contractor's.

(d) The cost of transportation ( to and from) and other necessary T & P,flexible rods,wires,bamboo sticks and other necessary equipment and safety gear shall be arranged/brought by contractor to complete the job and no extra cost shall be paid to the contractor in this effect.

(e) Any labourers/workmen, at any point of the time during the course of execution of work, at any cost, will not be allowed to manual handling of sewage containing human excreta (i.e. night soil and sludge/sewage containing night soil). All the sludge/mud,containing human night soil, from manholes,gutters shall be removed by mechanical means by deploying required machinery as and when required.The cost in this effect shall be deemed to be inclusive in the quoted rates only.

(f) The labourer(s) should not leave the complaint cell till the next reliever(s) does not report to complaint cell.

(g) The labourer(s) should be free from the habits of any addiction such as liquor,smoking or other drugs.

(h) In case, aditional manpower other than mentioned here-in-above, will be required for to attend day to day sewer complaint and smooth functioning of sewage system, the contractor shall be solely responsible for providing the same without any extra cost and no extra payment will be made in this affect at any stage by department.

(j) It is an explicit condition of the contract that payment of wages to tradesmen/workers employed on the work shall be made through bank account of individuals only. The wage paid to the tradesmen/workers shall not be less than minium wages/fair wages as notified time to time by State/ Central Government (which ever is more).

(k) The provision of statutory laws relating to Minimum Wages, EPF and ESIC payments shall be strictly adhered to by the Contractor and quoted rate shall deemed to include these factors.

Cleaning and de-sludging of existing septic tanks/ deep manholes up to 3 metre deep and sewage pipe line etc. including taking out sludge in any form alongwith all other foreign materials by mechanical equipment through pumping or by way of any other suitable means but not manually including removal of sludge and other foreign materials out side the MD land by any means complete(working in foul condition) all as specified and directed.

Demolition of brick/stone masonary built in cement mortar incl all quoins arches pillars etc complete.

M&L for brick work with sub-class B bricks straight or curved on plan exc 6 Mtr mean radius built in CM (1:6).

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

M&L PCC 1:4:8 type D-2 ( with using 40mm graded stone aggregate) in foundation filling and mass concrete, complete all as specified and directed

M&L Plain Cement Concrete type B-1 1:2:4 (20mm graded aggregate) as in Coping benching for inside manholes etc complete all as specified and directed.

M&L 15mm thick Rendering on fair faces of brick work surfaces in CM 1:4 finished the surfaces even and smooth without using extra cement.

Excavating in trenches not exc 1.5m wide & not exc 1.5m depth for foundation etc or for shafts, wells, cesspits, manholes etcand getting out in any type of soil.

Excavating in trenches not exc 1.5m wide & exc 1.5m and not exc 3.0m depth for foundation etc or for shafts, wells, cesspits, manholes etcand getting out in any type of soil

Excavating over areas, n exc 1.5 m deep and getting out any type of soil.

Excavating over areas, exc 1.5m and not exc 3.0m deep and getting out any type of soil.

Demolition and breaking of drains pipe (Salt glazed stone were, AC or re-inforced concrete) set in cement mortar 150 mm internal dia pipe.

All as per item No 13 above but internal dia pipe 200 mm.

M&L 150mm reinforced concrete pipes, class NP2, laid and jointed with skeins of spun soaked in neat cement wash shall be inserted in the grooves at the ends of the pipes, the two adjoining pipes put against each other the collar is slipped over the joint covering equally both the pipes, more skiens of spun yarn soaked in cement wash shall be passed round the pipes and inserted in the joints by means of caulking tools after that cement mortar 1:2 slightly moistened shall be inserted in the joints finished in 45 degree slope complete Note:- After curing 7 days to the joints the sewage pipe shall be tested as per procedure laid down for water test.

All as per item No 15 above but internal dia pipe 200 mm.

M&L concrete bed to drain pipe for 150 mm dia pipes in PCC (1:4:8) type D2 using 40 mm graded stone aggregate incl packing under and haunching against the sides of pipes after they are laid and tested.

All as per item No 17 above but internal dia pipe 200 mm.

Returning / filling in incl spreading, levelling, watering and well ramming in layers not ext 250mm of any type of soil.

Removing excavated material not exc 50 m and depositing where directed at a level not ext 1.5 m.

Demolition of Reinforced cement concrete in ground floors and pavings not exceeding 15 cm thickness. (below or above ground level), as directed.

M&L for RCC (Nominal Mix) type B1 1:2:4 (using 20 mm graded aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified and directed

M&L for RCC (Nominal Mix) type B1 1:2:4 (using 20 mm graded aggregate) as in walls, retaining walls, basement walls, ballast walls and the like, any thickness, above top of footings, including attached pilasters and buttresses complete all as specified and directed

Precast reinforced cement concrete 1:2:4 type B1 using 20mm graded stone aggregate as in cover slabs set in cement mortar 1:6.

M&L for mild steel TMT 6 to 8mm dia bars cut to length bent to shape required including cranking, bending, spirally for hooping for columns, hooking ends end binding with mild steel wire (annealed) n. less than 0.9mm dia or securing with clips complete all as specified and directed.

M & L 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 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150mm internal dia of pipe.

M & L 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 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 200mm internal dia of pipe.

M&L for 150x100 mm dia salt glazed stoneware gully trap, square or round mounted, type "P" including setting and jointing to drain with cement mortar 1:1 as specified.

M/S RAJ CONSTRUCTION AND ELECTRICAL

M/s JS Constructions