Operation & Maintanance of Existing Under Ground Drainage @ Tharad Nagarpalika Ta. Tharad, Dist: Wav Tharad

No. But may be estimated

more or less quantities

In Figure in Words

1.0 Excavation for Sewer Collecting System and sewer manholes including all safety

provision using site rails and removing and spreading the excavated stuffs

directed with lead upto 90 M including cost of Dewatering of Soak Pits coming

across the lines passing line through soak pits and reparing of the same including

restoration the infrastructure facilities like water pipe line,gas pipe line, electricity,

telephone cables etc.

1.1 1.00 0.00 m to 1.50 m depth a) In soft soil & soft murrum 104.58 Rupees One Hundred Four Paise Cu.M

FiftyEight Only

1.2 1.00 1.50 mt to 3.00 mt depth In In soft soil & soft murrum 115.15 Rupees One Hundred Fifteen Cu.M

Paise Fifteen Only

1.3 1.00 3.00 mt to 4.50 mt depth In In soft soil & soft murrum 121.03 Rupees One Hundred TwentyOne Cu.M

Paise Three Only

1.4 1.00 4.50 mt to 6.00 mt depth In In soft soil & soft murrum 128.08 Rupees One Hundred TwentyEight Cu.M

Paise Eight Only

1.5 1.00 0.00 m to 1.50 m depth d) In hard rock and / or in C. C. 1:2:4 or RCC with 437.10 Rupees Four Hundred ThirtySeven Cu.M

blasting, breaking, chiseling, or by chiseling/breaking only. Paise Ten Only

2.0 Providing and supplying ISI Standard R.C.C. pipes(of Sulphate Resisting Cement)

in standard lengths of following class and diameter suitable for either collar joints

or rubber ring joints including all taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading, conveyance to departmental stores,

stacking etc. complete. (IS - 458/ 1989) R. C. C. PIPE Class NP3 Test Pressure,

0.7 Kg / Sq.m..-Horizontal cast

2.1 1.00 200 mm 417.00 Rupees Four Hundred Seventeen Mtr

2.2 1.00 250 mm 527.00 Rupees Five Hundred Mtr

TwentySeven Only

2.3 1.00 300 mm 755.00 Rupees Seven Hundred FiftyFive Mtr

2.4 1.00 350 mm 879.00 Rupees Eight Hundred Mtr

SeventyNine Only

2.5 1.00 400 mm 1150.00 Rupees One Thousand One Mtr

Hundred Fifty Only

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less quantities

In Figure in Words

2.6 1.00 450 mm 1361.00 Rupees One Thousand Three Mtr

Hundred SixtyOne Only

3.0 RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at store or at

site of work precast RCC M.200 Frame & cover suitable to drainage M.H. and as

per type design & Drawing including cost of reinforcement M.S. Angles or Flate,

curring mold work etc. Heavy Duty 35 (perforated)

3.1 1.00 Frame suitable for 50cm opening of MH 1121.00 Rupees One Thousand One Nos

Hundred TwentyOne Only

3.2 1.00 Cover suitable for 50cm opening of MH 1173.00 Rupees One Thousand One Nos

Hundred SeventyThree Only

4.0 House Connection Chamber Light Duty

4.1 1.00 Frame 1121.00 Rupees One Thousand One Nos

Hundred TwentyOne Only

4.2 1.00 Cover 1173.00 Rupees One Thousand One Nos

Hundred SeventyThree Only

4.0 Sewer Manholes Manhole type "A" Circular type having inside diameter of

mm for depth up to 1.5 m depth (for 150 mm to 500 mm dia sewer)

4.1 1.00 Manhole type "A" as above but up to 1.0 M depth. 14310.33 Rupees Fourteen Thousand Three Nos

Hundred Ten Paise ThirtyThree

4.2 1.00 Extra depth beyond 1 .0 M but up to 1 .5 M depth for "A" type manhole above. 7787.90 Rupees Seven Thousand Seven Mtr

Hundred EightySeven Paise

Ninety Only

5.0 Manhole type "B" circular type having inside diameter of minimum 1500 mm

and for depth from 1.5 M to 4.0 M (for 150 mm to 600 mm dia sewers)

5.1 1.00 MH type "B" as above but upto 1.5 M depth 24811.30 Rupees TwentyFour Thousand Nos

Eight Hundred Eleven Paise Thirty

5.2 1.00 Extra dep. beyond 1.5 M but upto 4.0 M dep. for type "B" M.H above. 14467.78 Rupees Fourteen Thousand Four Mtr

Hundred SixtySeven Paise

SeventyEight Only

6.0 Manhole type "C" circular type having inside diameter of minimum 1500 mm

and for depth from 4.0 M to 6.0 M (for 150 mm to 1800 mm dia sewers)

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less quantities

In Figure in Words

6.1 1.00 MH type "C" as above but upto 1.5 M depth 62166.90 Rupees SixtyTwo Thousand One Nos

Hundred SixtySix Paise Ninety

6.2 1.00 Extra dep. beyond 4.0 M but upto 6.0 M dep. for type "C" M.H above. 22073.55 Rupees TwentyTwo Thousand Mtr

SeventyThree Paise FiftyFive Only

6.0 Lowering , Laying and jointing R.C.C. pipes in C.M.1:2 1/2 of following diameter in

proper position, grade and alignment as directed by Engineer-in-charge including

conveyance from store to site of work,labour giving hydraulic testing as per ISI

6.1 1.00 225 mm 103.40 Rupees One Hundred Three Paise Mtr

Fourty Only

6.2 1.00 250 mm 113.98 Rupees One Hundred Thirteen Mtr

Paise NinetyEight Only

6.3 1.00 300 mm 139.83 Rupees One Hundred ThirtyNine Mtr

Paise EightyThree Only

6.4 1.00 350 mm 156.28 Rupees One Hundred FiftySix Mtr

Paise TwentyEight Only

6.5 1.00 400 mm 178.60 Rupees One Hundred Mtr

SeventyEight Paise Sixty Only

6.6 1.00 450 mm 200.93 Rupees Two Hundred Paise Mtr

NinetyThree Only

7.0 1.00 Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of 25.85 Rupees TwentyFive Paise Cu.M

surplus stuff as directed within a radius of 3 km. 0.0 to 1.50 m depth EightyFive Only

8.0 Providing bedding incl. ramming, watering, levelling, consolidating etc. Complete

as per standard and instruction of engineer incharge

8.2 1.00 As above with Murrum brought from outside inclduing all lead 206.80 Rupees Two Hundred Six Paise Cu.M

Eighty Only

8.3 1.00 As above with required quality Sand brought from outside inclduing all lead 386.58 Rupees Three Hundred EightySix Cu.M

Paise FiftyEight Only

10.0 1.00 Shoring or timbering for trench with 50 mm thick planks and suitable size struts 83.43 Rupees EightyThree Paise Sq.Mt

etc.complete. FourtyThree Only

Quantity Total Amount

Quantity Total Amount

Estimated Rate

It. Estimated according to

Description of Item (in Rs.) Unit

No. But may be estimated

more or less quantities

In Figure in Words

11.0 1.00 Renovation of manhole by increasing the height at top including cost of 3964.45 Rupees Three Thousand Nine No.

excavation, refitting of C. I. manhole frame and cover curing etc. complete incl. all Hundred SixtyFour Paise

carting and providing of materials which is required for the purpose (except FourtyFive Only

manhole frame and cover) For all type manhole by providing RCC 1:2:4 Partition

walls with required reinforcement 25 cm thick and circular opening with 500mm

clear dia and 0.40 mt. av. ht.

12.0 1.00 Operation and maintenance of jetting cum suction machinery for 500000.00 Rupees Five Lakh Only One Month

jetting, cleaning and flushing of sewer collection network

including sewer line, manhole, inspection/House connection chamber,

house connection sewer pipe to avoid clogging / blockage /

flooding in sewer network including cost of fuel, operator,helper,

replacement of damage part of machine (if any), periodic servicing of machine

duringcharging and commissioning period along with following work. Jetting

machine will be provided by Contractor 0 Agency Flushing of drainage

pipeline – Rodding, flushing, cleaning and commission of pipe

line section between two manhole (having a maximum length of 60 mt)

incl. cost of dewatering disposal of the mud in such a way that it may not

obstruct to traffic on road or to health of public Desalting and

cleaning of existing sewer manhole A,B,C and D type incl. dewatering

In Words Rupees Six Lakh SixtyOne Thousand Eight Hundred ThirtyOne Paise ThirtyThree Only

I/We am/are willing to carry out the work at ………………………………………………………………………% above/below

Percent (should be written in figures and words ) of the estimated rates mentioned above. Amount of my/our tender works out as under:-

* Estimated amount * Estimated amount

Put to tender................................... Rs. ………………….. Put to tender......................................... Rs. …………………..

Deduct : ............................% below Rs. ………………….. Add ……............................... % above Rs. …………………

Net.................................................. Rs. ………………….. Total ...................................................... Rs. …………………

In words …………………………………………............................................................. In words …………………………………………........................................................................

* (Please strike out whicheve is not applicable).

Note 1- All work shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

Note 2- All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the contractor under his signature.

Note 3- Rates quoted include clearance of site (prior commencement of work and at itscolose) in all respects and hold good for work under all conditions, site, moisture, weather etc.

Note 4- To be continued on additional sheets, if found necessary.

Note 5- Above Schedule-B Amount is without GST but GST18% will be charged on the bill generated.

Chief Officer

Signature of the contractor: Tharad Nagarpalika