Civil Work

BILL OF QUANTITIES

Item Description Quantities Unit Item Rates Amount

ESR of Cos1 of 25,000 litres capacity & As above up to staging height (L.S.L.)

12m from G.L. and S.B.C.10

Construction of ESR of Capacity 25,000 Lit. & As above up to staging height

(L.S.L.) 12m from G.L. and S.B.C.10 Vadadla

Designing structurally {and aesthetically) complying provisions of relevant

Indian standards and construct.mg RCC Elevated service Reservoir of the

following capacity and height, using latest Soil Investigation Report of

proposed site , Seismic zone. Wind speed Zone Including (1) Container

shape any suitable type(or as specified). (2) Staging consisting of column

brace trestle I shaft I combination cdumn- brace trestle and shaft as

appropriate(or as specified) and (3) Appropriate foundation system. This

includes excavation in all lypes of soil strata{including hard rock},

casting100 mm thick P.C.C. revelling course in M-10 , Refilling the pit with

proper scil and disposing of the surplus stuff at all required lead (4) This

will also include cement plaster in CM 1:2 with approved water proofing

compound al! over inside container (i.e. walls, base, top slab/dome bottom

etc. al!).. (5) All types of labour & material charges of I0\venng . laying,

erecting I hoisting & Joining of pipe assembly of Inlet, Outlet, overflow,

washout and bye pass arrangement as per hydraulic design are including.

(6) Providing and fixing of any accessories(specified). Cl Manhole frame and

covers, water level indicator . hghtening conductor. GI Pipe railing around

walk way, at roof level, at gallery and around landing of inside shaft,

Adequate cowl type ventilators or lantern type ventilator with stainless

steel jali. (7) Scope of work includes constructing RCC spiral staircase with

adequate tie beams.staircase footing ,Rec chambers for valves. ventilating

shaft and ventilators as well as door in shaft, SS grating to be prnV1ded to

outlet pipe (inside container) for safety.(8) including providing and

List of Indian Standards for design of ESR,

Note: The structural design of ESR shall be in accordance with provisions of

relevant Indian Standards

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

(1 .1)I S.3370 part lll &IV 1965 or Its latest revision

(2) IS 456-2000 or Its latest revision

(3) is 11682:·1985 or its latest revision

(4) IS 1893-2002 part I to V or its latest revision

(5) is 13920-1993. or its latest revision

(6) IS 875 part I 10 Ill,1987 or its latest revision

(7) 1511089- 1987 or its latest revision

General specification

(1) The Min. coricrete grade for RCC shaIT.be-M :30. Proportion of concrete

ingredients shall be as per Mix design using weigh batching.

(2) HYSD (Fe 415) or higher grade reinforcing bars confirming to IS

178611139 or CRS /TMT bars shall be used as per detailed specifical1on.

(3) In case of Column-brace trestle type staging having more than

columns internal horizontal bracing is obligatory.One bracing shall be at

foundation level in case of individual footings.

(4) Min. size/ thickness of various components shall be provided as per

design Criteria/specifications/ls Code ( or as per std practice) Capacity of

the ESR shall be considered excluding Free Board,

(5) Minimum dimensions specified for various components in tender data

/specifications should be provided

(6) The Safe bearing capacity (SBC)ai1owable-pressure on soil shall be

referred from latest SBC iest report or tender dalasheet During execution If

poor soil strata or ground water table is encountered, the SBC shall have to

be re ascertained and the design should be revised accordingly

(7) Maximum spacing between horizontal bracings shall be 5m (Storey

(8)The BB Masonry Cabin with MS door shall be constructed when spiral

staircase is outside the Staging.

Construction of Water Tank at Various Village of Padra under Hon.MLA Grant Year 2026-27

BILL OF QUANTITIES

Item Description Quantities Unit Item Rates Amount

(9) RCC Staircase/ MS Staircase shall be provided and fixed for access to

roof when height of roof from G L is up to 10 m. For ESR having more than

10 m height proper RCC staircase or suuable RCC sptral staircase shall be

constructed. Railing should be Provided through out the staircase and

around the top ring beam

(10) For ESR-having staging height more than 15 Spiral staircase shall be

provided inside the staging with effective tie beams In more than one

(11) Waler level indicter shall be provided and fixed float type /electronic

12) The rate shall include providing and fixing pipes,specials, and valves

required for inlet,Outlet, wash out. over flow and bye pass arrangement.

The scope of work includes constructing supporting RC pillars, erecting,

laying ,fixing and joining pipes an.d specials etc up to 5m length from face of

staging (outer most column)

(13) DI pipes & specials shall only be used

(14) The rate shall include Cost of dewatering during execution making all

arrangement With any-dewatering technique

(15) The structure shall be designed properly for uplift due to Ground

Water table specified in data or GWT encountered during execution. No

extra payment shall be paid for the same

(16) Effective curirig shall be carried out up to required period as per

(17) Agency shall engage qualified (at least graduate)consulting engineer

for designing the structure and he/she shall visit the site for guidance of

work at all levels (i.e. below foundation, up to GL, above GL for all lifts up to

(18) 75 % part rate shall be payable for Concrete, Reinforcement and

Plastering items of container until satisfactory hydraulic testing for water

tightness is performed. Or as per tender condition TIii then the work shall

be treated as incomplete

Above condition / generqal specifications Sr No 1 to 18 are part & parcel of

tender(contract)

As above up to staging height(L.S.L.) 12m from G.L. and S.B.C.10)

Capacity of ESRs (shin type coniainer like cyllndrical. conical. Intze, folded

plates & its combination)

1 Up to 25000 litres

Cos1 of 25000 litres capacity Seismic ZONE4 2.00 Nos 722397.85

Providing and supplying ISi mark Cl D/F Sluice Valves as per IS:14846

(Latest Edition) of following class and diameter including all taxes,

2 insurance, transportation, freight charges, octroi, inspection charges, 2.00 Nos 27964.88

loading, unloading, conveyance to departmental stores, stacking etc.

complete.3.1 .1 PN-1 .6 With gear operated (Alt-1 type long body)

Excavation for foundation upto 1.5 m depth including sorting out and

3 stacking of useful materials and disposing off the excavated stuff upto 50 16.88 Cum 153.41

Meter lead.(B) Dense or Hard soil

Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4-

4 graded stone aggregates 20 mm nominal size) and curing complete 16.88 Cum 3656.13

excluding cost of formwork in (A) Foundation and Plinth

Steel work, welded in built up sections framed work including cutting,

hoisting, fixing in position and applying a priming coat of red lead paint.

5 (A)In beams and joists, channels angles Tees, flats, with connecting plates 6.88 Q 9108.48

or angle cleats as in main and cross beams. Hip and jack rafters, purlins

conneted to common rafters and the like For Fancing Angle and Main Gate.

G.I Barbed wire Fencing Providing and Fixing Barbed wire fencing Five

rows fixed to Y angles complete , fixed with GI staples, turn buckles etc

complete as per clause 807 NH SOR 15-16 Item No M 063 add Labour for

fixing 30% of materails (68+(68*0.3))

Sixteen Lakh Forty Five Thousund Three Houndred Thirty Siven & Eighty Four Paisa Only

(A) Total Tendered Amount Rs. _________________________

Construction of Water Tank at Various Village of Padra under Hon.MLA Grant Year 2026-27

BILL OF QUANTITIES

Item Description Quantities Unit Item Rates Amount

(B) Rebate on Tendered Amount (if any) _______% (in Figures) Rs. _________________________

(C) Net Tendered Amount (A – B) Rs. _________________________

(* Please strike out whichever is not applicable).

1. All work shall be carried out as per public works Department Handbook and other specifications of Division or as

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.

3. Rates quoted include clearance of site (Prior commencement of work and as its close) in all respects and hold good for

work under all conditions, site, moisture, weather etc.

4. To be Continued on additional sheets, if found necessary.

5. 1.00 % of Construction cost shall be deducted form Bill. Amount of Contract as per the Building and other Construction

worker's welfare cess Act - 1996 (Labour & Employment Department Letter No. CWA - 2004 - 1831 - M (3). Dt. 9-12-05,

Notification of Labour & Employment Department Dtd. 03-01-05 and Labour & Employment Department letter No. CWA

6. Credit of dismantled materials of amount of Rs.2500 must be recovered from Contractor's first R.A Bill.

7. For abnormal high or law rates payment of such items shall be regulated as per Govt. circular No. PARACH / 102008 /

61 / S, Dt. 27/11/2008 attached with tender papers.

8 The contractor shall exhibit a board as per Government Circular No. Vernacular TNC/1090/24/S dated 05.03.2011 with

details specifications and details of works and amount involved at site at his own cost as directed by Engineer-in-charge.

9 Testing of material shall be done as per statement attached with specification. The material should be tested in GERI or

Private laboratory approved by Govt. of Gujarat. Bill for testing charges should be paid by Executive Engineer and 1% of

Estimated cost computed after deducting the cost of materials to be supplied by the Govt. and shall be recovered from

the contractor's running bill as per Govt., R&B Department No. TNC-1085/(4)/C Dtd 20-12-91.

10 In all R.C.C. items in rate analysis, standard cement consumption has been taken as per Govt. GR. PRC- 10/ 2017/

Cement Consumption/ 16/ C/ Dt.11-5-2017 as stated in SOR therefore in RCC items where there is a change as per

actual mix design the cost of difference of cement consumption shall be deducted from the rate of original item at the

rate of input rate mentioned in the tender.

11 The Contractor is solely responsible to bare all applicable taxes i.e. GST etc. & department will not entertain any

contractor representation to reimburse any financial burden due to applicable taxes i.e. GST etc.

Sr.Divisional Account Officer Deputy Executive Engineer

Panchayat (R&B) Division Panchayat (R&B) Sub Division

Executive Engineer

Dated Signature of Panchayat (R&B) Division

the Contractor. Vadodara