CLEANING OF SEWAGE LINE, SOCAGE WELLS,SEPTIC TANKS,MAIN HOLES AND OVERHEAD WATER TANKS AT HALDIGHATI LINES AREA ZONE - III UNDER GE(S) JAIPUR AT JAIPUR MIL STN

Amount

Cleaning and maint of sewage system including removing of all types of bloackages from wash hand basins, bottle traps, kitchen sink, water closets, Nahani traps/floor traps/gally traps including taking out carefully and refixing the same MS/CP/PVC grating, soil waste/rain water pipes running on walls, bldgs or in trenches including junction holes of any description, sewage lines and man holes and septic tanks of any size and depth upto the last manhole to septic tanks of central sewage system to keep smooth functioning without any blockage of any description and in any situation with manually or mechanically processes offrs Married Accn ,Ajay Meru complex, including and other Accn under AGE B/R-III in Zone III and MG'S Enclave area all as specified.by providing all tools and plants including bamboos, iron rod, bucket, rope, ladder etc (Contractor has to provide total Two Nos safaiwals /Sweepers (sewage cleaners) daily to attend the sewage complaint for every month for a period of 11 month to get it done the sewage complaint which is received day to day by sub division. (Any complaint which is not completed within two days from the date of issue of complaint, compensation will be charged @Rs. 200/- per day in addition to above every additional day delayed will be charged @Rs. 50/- per day.) No of complaints has to be paid to the contractor as each. (Cleaning of septic tank and soakage well are paid separately in CUM in suceeding below Items.

Cleaning of sewage line 100 mm dia SGWG /RCC NP 2 pipe or any other specification including removing all type of blockage from manholes, to manholes by providing all tools and plants including bamboos, iron rod, bucket, rope, ladder etc (Contractor has to depute extra labour for cleaning of sewage lines to clear the blockage in sewer lines as and when required.)

All as per Item No 2.00 above but 150 mm dia sewage line ditto

All as per Item No 2.00 above but 200 mm dia sewage line ditto

All as per Item No 2.00 above but 300 mm dia sewage line ditto

M&L for scooping, taking out sludge, foreign material and clearing, cleaning of manhole of depth n. exc 1.5 metre complete with tools and plants as required at site the defence land and disposed off at place not more than 1.5 KM away at such a place which is not determental to public health.

All as per Item No 6.00 above but depth exc 1.5 metre but n.exc 3.0 metre.

All as per Item No 6.00 above but depth exc 3.0 metre but n.exc 5.5 metre.

Scooping and taking out water and foreign material from septic tank, soak well of any description and any depth including removing and re-fixing of septic tank and soak well cover etc and appliances required for safe disposal of sludge and foreign material by carrying out the same out of defence land all as per direction of Engineer-in-Charge.

M&L for making arrangement for bypass to nearest manhole or line to keep sewage flow continuous providing required necessary T&P such as portable pump set, flexible hose pipe etc all as required at pump set, flexible hose pipe etc all as required at site :-

(a) Upto 30mtr distance

(b) Beyond 30mtr but upto 60mtr distance

Excavation in trenches not exc.1.5 m wide and not exc.1.5 m in depth for foundation or for shafts, wells, manholes etc not exc 10 Sqm on plan and getting out in any type of soil

All as per item No 11 above but depth exc 1.5 m and not exc 3m

All asper item No 11 above but depth exc 3.0 m and not exc 4.50 m

Removal of excavated soil to a distancen n. exc. 50m and 100 m depositing where directed.

Returning,filling in, including spreading, levelling watering and well ramming in layers n.exc 25 cm in soft/loose soil.

M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in foundations, filling and mass concrete

Demolition of brickwork or stone/boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc but excluding ashlar facings, dressed stonework and precast concretebut excluding ashlar facings, dressed stonework and precast concrete articles.

M&L for brick work with subclass 'B' bricks, straight or curved on plan exc 6 m mean radius built in cement mortar 1:4

All as per item No 18.00 above but except bricks.

M&L for rendering 15mm thick in cement mortar 1:4 on fair face of brick work or concrete surfaces using wpc , finished evev and smooth .

M&L for rendering 15mm thick in cement mortar 1:4 on stone masonry surfaces or surface other than fair face of brick work of walls, finished fair & even.

Demolition of reinforced cement concrete in roofs, floors (other than ground floors), beams, chajjas, fascias, fins and similar works.

M&L for precast RCC 1:2:4 type B1 using 20 mm graded stone aggregate for manhole cover including placing & set in CM 1:6 all as specified Including demolition of old RCC manhole covers. Note :- Reinforcement shall be measured and paid for separately.

M&L for providing cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) in lintels upto 1.5m clear span, cills, steps, seismic and othe similar bands, plinth courses, bed plates, copings, kneelers, apex stones, bed plates and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork all as directed by Engineer-in-charge.

S&F TMT MS bar 8 mm dia , cut to length, bent to shape required, including cranking, bending, spirally for hooping for columns, hooking ends and binding with and including MS wire ( annealed) not less than 0.9 mm dia as specified .

Demolition of PCC in ground floors and pavings not exc 15cm thickness ( below or above ground level )

M&L providing pre cast cement concrete block or slab 150mm thick 1:2:4 type B1 using 20mm graded stone aggregate with plain or inter locking joints as directed set in CM 1:6. kerbing/edge block to hard standing/footh including necessary earth work.

M&L for 75mm thick PCC 1:4:8 type D2 using 40mm graded stone aggregate as in sub base to floor finished fair & even all as specified and directed by Engineer-in-charge.

Chequered cement concrete tiles 20cmx20cmx25mm thick, set,jointed and pointed in neat cement slurry in floors over and including 15 mm thick screed bed in CM (1:4) complete all as specified and directed.

M&L for 60mm thickness machine pressed precast concrete M-35 grade interlocking paver block any shape and size confirming to IS 15658-2006 of set, jointed over and including 25 mm thick sand cushoning all as directed by Engineer-in-Charge.

M & L for cement concrete ( 1:2:4 ) type B1 using 20 mm graded stone aggregate as in surface channels and drains and benching including finishing the top of benching even and smooth using extra cement. Note : Forming fair finished channel for drain using extra cement will be measured and paid for separately.

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

Demolition and breaking up drain pipes salt glazed ware set in CM 150 mm bore pipe.

All as per Item No 33.00 above but 200 mm dia

S&F salt glazed stone ware drain pipes of 150mm bore, grade `A', ISI marked, laid to slope in trenches, jointed in CM (1:1) and tested complete all as specified.

All as per Item No 35.00 above but 200 mm dia

M&L of 200 mm Reinforced concrete pipes, class NP2, laid and jointed complete with collars

M&L for PCC 1:4:8 type D2 using 40 mm graded stone aggregate in bedding to drain pipes, including packing under and haunching against the sides of pipes after they are laid and tested complete for 150 mm bore pipe all as specified and directed by Engineer-in-charge.

All as per Item No 38.00 above but 200 mm dia

Dismantling of cast iron drain pipe of 100mm bore, jointed in CM and taking out of trenches, if required. Note :- Excavation & earthwork shall be measured and paid separately.

S&F cast iron soil, waste and vent pipe spun centrifugally cast iron of 100mm bore as per IS :3989, ISI marked, in any length, without ears, with cement joints, laid in floors all as directed by Engineer-in-charge.

S&F UPVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls, Type 'B', ISI marked of 110mm bore including taking out of old pipe.

S&F UPVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls, Type 'B', ISI marked of 75mm bore including taking out of old pipe.

S&F cast iron bend (any radius) of 75mm bore including taking out of u/s bend.

S&F cast iron bend (any radius) of 100mm bore including taking out of u/s bend.

S&F 100mm dia cast iron cowls including taking out of u/s cowls.

S&F UPVC (SWR) bend of any radius of 110mm bore.

S&F UPVC (SWR) bend of any radius of 75mm bore.

S&F UPVC (SWR) vent cowl of 110mm bore.

S&F UPVC (SWR) vent cowl of 75mm bore.

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 B1 smooth finished and reforming benching as required for 150 mm bore pipe.

UNIVERSAL INFRAPROJECT PVT LTD

S.R.Enterprises

Shiv Construction Company

M/S JALANDRA CONSTRUCTIONS

M/S M.K.Constructions