Contructionof 1 lac lit UGsumpand Lowering, laying& Jointing 110 mm dia. PVC Pipeline at village lodrani (Mananivandh) under 15 FC jilla kasha 2025-2 (third attempt)

Bill of Quantity

Bill of Quantity

Memorandum showing items of works to be carried out

Contruction of 1 lac lit UG sump and Lowering, laying & Jointing 110 mm dia. PVC

Pipeline at village lodrani (Mananivandh) under 15 FC jilla kasha 2025-26

Quantities Rates without GST Total Amount

Quantities Rates without GST Total Amount

Item estimated but according to estimated

Item of works Unit

No. may be more In figures In words quantity

or less (Without GST)

Providing and supplying in standard length ISI mark rigid unplasticised PVC

pipes suitable for potable water with ring fit joints including cost of rings, as Rupees One Hundred

per IS specification no.4985/1988 including all local and central

1 330.00 199.00 Ninty Nine and Paise R.mt

taxes,transportation, freight charges, octroi, inspection

cost of jointing material etc. complete . 110 mm dia Pvc 6 kg/ cm2

Providing and supplying PVC Specials at store or site of work incl. freight,

loading, unloading, stacking, insurance & all taxes etc. Complete

3.00 P. V. C. Elbow (Moulded) - 110mm 358.00 Hundred Fifty Eight No

3.00 P.V.C. Bend -6kg- 110mm 421.00 No

One and Paise Zero

Rupees Two Hundred

12.00 P. V. C. Coupler (Moulded) - 110mm 235.00 Thirty Five and Paise No

Providing & supplying ISI mark CI D/F Sluice valves, butterfly valves & reflux Rupees Three

valves of following class and diameter including all taxes, Thousand Five

3 1.00 insurance,Transportation, freight charges, octroi, inspection charges, loading,

Hundred Sixty Three

unloading, conveyance to departmental stores, stacking etc.complete.Sluice

Excavation for pipeline trenches incl. all safetyprovision using site rails &

4 stacking excavatedstuff up to a lead of 90 Mts.,clearing the site etccomp.for

lifts & strata as spcified

Rupees Eighty Nine

79.20 A. in all sorts of soil and soft murrum 89.00 Cum

Rupees One Hundred

69.30 B, Hard Murrum 135.00 Thirty Five and Paise Cum

Rupees One Hundred

49.50 C. In Soft rock 163.00 Sixty Three and Paise Cum

Lowering laying and jointing PVC pipes and specials of following class and

diameters including cost of conveyance from stores to site of works including Rupees Ninteen and

5 330.00 cost of labour,material, except cement solvent, giving satisfactory hydraulic 19.00 R.mt

testing as per ISI code, etc. complete 110 mm dia Pvc 6 kg/ cm2

Quantities Rates without GST Total Amount

Quantities Rates without GST Total Amount

Item estimated but according to estimated

Item of works Unit

No. may be more In figures In words quantity

or less (Without GST)

Lowering laying and jointing in position CI D/F Sluice valves, butterfly valves Rupees Four

& reflux valves, Air valve including cost of labour, jointing material, incl.nut

bolts and giving satisfactory hydraulic testing as per ISI code,Sluice Valve

439.00 Hundred Thirty Nine No

Quantities Rates without GST Total Amount

Quantities Rates without GST Total Amount

Item estimated but according to estimated

Item of works Unit

No. may be more In figures In words quantity

or less (Without GST)

Refilling the pipeline trenches incl. Ramming, watering, consolidation,

Rupees Twenty Two

7 195.00 disposal of surplus stuff as directed within a radius of 3.00 Kmts 110 22.00 Cum

mm dia Pvc 6 kg/ cm2

Construction of valve Chambers in brick bell,stone masonary,local

available in cM 1:6 Foundatin concrete 150mm th.in CC 1:4:8 of trape

metal size 25mm to 40mm th.inside cement plaster in cm 1.:3 and

Rupees Five Thousand

pointing out side in cM 1:3 and top cover of precast RCC slab 100mm

one hundread thirty

8 2.00 th.(with Key hole in two parts,each with handle or MS bar 5,138.00 Cum

etc.completed as given size) up to 1.0 mtr.depth frome G.L to pipr Eight and Paise Zero

invert leve; inc;.competed Only

civil work but excl. cost of excavation and rifiling with cast in situ RCC

Slab in one single piece eith fixing of CI-MH frame cover ( excl.cost of

CIMH frame cover) with 23 mm thick brick masonary wall in CM 1:6 (

Item No : 9 slab in two parts 15mm )

Preparing structural design of RCC Under Ground / Partially

under ground / above high ground level Reservoir of

required capacity as per relevant I.S.s and constructing the

same, including excavation in all types of soil strata

(including rock) including shoring strutting if required, for

loose soil / to protect from collapse due to near by traffic

load, casting 100 mm thick P.C.C. leveling course in M-10,

Refilling the pit with proper soil and disposing of the surplus

stuff within a lead of 50 meters. Including cement plaster in

CM 1:2 with approved water proofing compound to inside

water touching surface to container. Including all types of

labour and material charges of lowering, laying, erecting /

hosting and jointing of pipe assembly to inlet, outlet

overflow, washout and bye pass arrangement as per

hydraulic design.

Providing and fixing accessories like MS / GI Ladder, CI

Manhole frame and cover, water level indicator, adequate

cowl type ventilators or lantern type ventilator with stainless

B.B. Masonry chambers for valves. Providing and applying

three coats of cement paint / snowcem to the out side face

of structure. It also includes satisfactory water tightness test

as per relevant I.S. code and painting name of scheme and

capacity on the tank as per direction of engineer in charge.

List of Indian Standards for Design of GSR / SUMP:-

The structural design of GSR shall be in accordance with

provisions relevant I.Ss.

(1) I.S. 3370 part I & II 2009 or latest revised

(1.1) I.S. 3370 part III & IV 1965 or latest revised

(2) I.S. 456 – 2000 or latest revised.

(3) I.S. 1893 – 2000 – 1984 or latest revised.

(4) I.S. 875, Part – 1 to 3, 1987 or latest revised.

General Specifications:-

(1) Water depth in container shall be adopted as per

data of tender. If water depth is not specified the suitable

water depth / acceptable to field engineer in accordance

with hydraulic requirement shall be adopted for capacity.

(2) Shape of container (in plan) specified by in data shall

be adopted in absence circular shape shall be adopted.

(3) Size shall be fixed as per availability of space (land

area) at site / acceptable engineer in charge.

(4) Effect of overlapping of pressure bulbs on soil due

Quantities Rates without GST Total Amount

Quantities Rates without GST Total Amount

Item estimated but according to estimated

Item of works Unit

No. may be more In figures In words quantity

or less (Without GST)

near by structure and proposed sump should be

(5) Care shall be taken that no damage should occur to

nearby existing structure. Compensation shall be paid for

the same by agency.

(6) The minimum concrete grade for RCC shall be M-30.

(7) HYSD Fe 415 / 500 grade reinforcing bars

confirming to I.S. 1786 / 1139 shall be considered in design.

CRS / TMT bars shall be provided. In saline atmosphere

corrosion resistance stainless steel / HCR rebar shall be

provided. Any other steel can be used with approval of C.E./

in situation of non availability in market without extra cost.

(8) Minimum size (or thickness) of various components

shall be provided as per tender criteria / specifications in

absence as per I.S./ Std. practice of G.W.S.S.B. Minimum

dimensions specified for various components in tender data

/ specifications shall be provided without fail.

(9) The safe bearing capacity (SBC) shall be referred

from SBC test report. In absence of report it shall be

referred from data sheet. If poor soil is found / water table is

met with during excavation SBC shall be scientifically

ascertained and design shall be revise. No extra shall be

paid for increase in quantity.

(10) CI pipes and special shall only be used if type is not

specified in tender.

(11) The rate shall include cost of dewatering during

excavation making all arrangement when water table meets

(12) The structure shall be designed properly to resist uplift

due to ground water table specified in data or actual ground

water table meets with during excavation. If GWT / Uplift is

mentioned in tender and during excavation it dose not meet

7.5% rate shall be reduced.

(13) SS pipes railing shall be provided when sump is more

than 2 meter above ground level.

(14. a) RCC staircase/RCC Steps should be provided from GL to sump top

slab based on the height of the GSR above/below the

(14. b) RCC Staircase with SS railing to be provided inside reservoir

container. BB Masonry staircabin to be provided to cover

the same with MS safety door having locking arrangement.

(15) Appearance of structure should be aesthetically good

looking acceptable to authority.

(16) Any charge in size, shape, depth below GL, height

above GL, water depth, F.B., size of member etc can be

permitted in exceptional case due to site condition or

hydraulic design requirement by C.E. No extra shall be paid

(17) Any charge in data, dimensions, shape, water depth,

reduction in size if permitted by competent authority and if it

reduces quantity then payment shall be reduced prorate.

(18) When capacity of GSR / Sump is > 20 lakh liters two

or suitable compartments acceptable to executive engineer

shall be designed and provided.

(19) Agency shall engage qualified (at least graduate)

consulting engineer for designing the structure and he / she

shall visit the site for guidance of work.

(20) 75% part rate shall be payable for concrete,

reinforcement and plastering items of container until

satisfactory hydraulic testing for water tightness is

performed as per tender condition. Till the work shall be

treated as incomplete.

Above conditions / general specifications Sr. No. 1 to 20 are

Quantities Rates without GST Total Amount

Quantities Rates without GST Total Amount

Item estimated but according to estimated

Item of works Unit

No. may be more In figures In words quantity

or less (Without GST)

part and parcel of tender (contact) and prevail over other

provisions in tender.

A DO- DO-without water table

Eighty Thousand five

hundread Ninety eight

1.00 lac. Lit. U/G sump

and Paise Thirteen

1 380598.13 Only No

Thousand Six hundread

For GSR/UG Sump with cover slab to be construct at site situated in Seismic

eleven and Paise

zone-v the above rate shall be increassed by 2%

7611.96 Ninety six Only

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 put to tender Rs.............................................

(1) All works shall be carried out as per Public Works Department Hand Book and other specifications of the Division or as directed.

(2) All the columns in Schedule should be filled in during E-Tendering and the total of the entries in the last column should be struck by the contractor.

(3) Rates quoted includes clearance of site (Prior commencement of work and its close) in all respects and hold good for work under all conditions, site, moisture,

(4) To be continued on additional sheets if found necessary.

Signature of the contractor: Deputy Executive Engineer Executive Engineer,

Irrigation Sub Division(P) Panchayat Irrigation Division

Rapar- Kachchh Bhuj-Kachchh