Sardar Sarovar (Narmada) Project

Dismentalling the existing damage RCC/CC lining

including disposing off the dismentalled materials

& stacking the usefull material and conveying &

disposed off unuseful materials up to 3.0 km lead

and all lifts as directed(IN SLOPE + BED)

10.00 cm thick linning.

Providing and Laying in position Controlled

Plain/Reinforced Cement Concrete Lining of M-15

grade in Bed, Side Slopes and curvature including

batching, mixing, transporting, placing, vibrating,

smooth finishing, membreane curing & providing

bitumenous joint of specefic interval including

minor filling/deposition with murrum/earth/soil

as per site condition to correct profile, watering,

compaction, trimming etc to provide lining.

10.0 cm thick linning.

Excavation in all sort of strata and formations incl.

depositing the unuseful excavated stuff as and

where directed incl sorting and stacking useful

materials as directed upto 30 mt lead etc. complete

3 incl. dewatering. 792.23 Cum 83.00

( Depth 0 TO 3.0 mt )

(For all type canal & foundation trenches of C.D.

A) IN OVERBURDEN INCL. HARD MURRUM.

& hard murrum excavated from approved borrow

area / village tanks etc. excluding royalty charges,

conveying, spreading in uniform layersof 15 to

4 cm thickness and using of pad cutting excavated 29035.73 Cum 141.00

soil and hard murrumin embankment after

compaction ,breaking clods and dressing to

designed canal section etc. . with lead upto 1 km

and all lift.

Prov. and Laying in position Controlled cement

concrete using cement, sand and crushed

aggregate by mass and machine mix for R.C.C/CC

5 work including necessary formworks centering 1598.8904 Cum 5372.00

scaffolding compaction by vibrator,curing as

directed with all lead & lift etc complete

A) Concrete grade M-25 and MSA-20mm

Providing & filling Asphalt Joint of the approved

make and sand in the expansion and contraction

joints in the C.C. Lining including clearing the joints

with air water jet.

Providing, cutting, bending, binding and fixing in

position as per drawing. TMT BAR , Fe-415

7 reinforcement for R.C.C. works and anchor bars 34.96 MT 66268.00

incl cost of black annealed 16 to 18 BWG M.S. Wire

etc.complete with all lead and lift.

Providing, supplying & lowering, Laying, Jointing

ISI standared R.C.C. pipes (Of sulphate resisiting

cement) in standard length of following class and

diameter suitble for either coller joints or rubber

ring including all taxes, insurance, transportation,

freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores,

stacking etc.

Note: One coller should be supplied with each full

length plain ended RCC pipe, cost including in rates

below. One ribber ring should be supplied with

each full length socketed pipe, cost included in

rates below.

Class IRS/NP-4 1600 mm dia.

Providing and laying 300 mm thick Granular sub-

base in two layers by providing coarse graded

material Grading- I using B.T.M.C. (Black Trap

Machine Crushed) metal 53 mm to 26.5 mm at

% , crushed stone aggregate 26.5 mm to 4.75 mm

9 at 45% and below 2.36 mm at 20% ,having C.B.R. 388.75 Cum 1044.42

not less than 30%, as per table 402 of MORTH

gradation including leveling the material at site of

work ,mixing and spreading into grade and camber

, watering and consolidation at OMC with roller

including cost of material ,labour etc complete.

Providing, supplying, Lowering, and laying ISI

Standard R.C.C. NP-3 Class pipes in standard

lengths of following Diameter suitable for either

collar joints or rubber ring joints including all

taxes, insurance, transportation, freight charges,

octroi, inspection charges, loading, unloading,

conveyance to Site, and jointing in proper position,

grade and alignment at all level as directed by

Engineer-in-charge including all labour, giving

hydraulic testing as per ISI code. (I) 1200 mm dia.

Type - A, "W" : Metal Beam Crash Barrier

(Providing and erecting a "W" metal beam crash

barrier comprising of 3 mm thick corrugated sheet

metal beam rail, 70 cm above road/ground level,

fixed on ISMC series channel vertical post, 150 x

x 5 mm spaced 2 m centre to centre, 1.8 mhigh,

m below ground/road level, all steel parts and

fitments to be galvanised by hot dip process, all

fittings to conform to IS:1367 and IS:1364, metal

beam rail to be fixed on the vertical post with a

spacer of channel section 150 x 75 x 5 mm, 330 mm

long complete as per clause 811).

Supplying and Fixing road sign board of M.S. plates

and angle iron including painting, lettering etc.

12 complete including fixing in C.C. 1:4:8 with 60.00 Nos. 3072.99

necessary excavation etc. complete as per I.R.C.

type design. (ii) Reflective type.

Providing & laying dry rubble pitching without

inverted graded filter and without header stone

13 but incl. hand packing trimming & dressing of 394.00 Sq.mt 526.00

slopes etc. complete. (a) 30 cms thick stone

Total Amount Rs.

Total Amount Rs.

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

be written in figures and words) of the estimated rate mentioned above. Amount of my /our

tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct………%below Add………%Above

In words In words

(B) For Item Rate Tender (For above INR 50 Cr.):

Item Description of Item(with Quantity Unit Rate Amount

No brief specification and

reference to book of In In

specifications) figures Words

(A)Total Tendered Amount

(B)Rebate on above tendered amount (if any) % (in figure)

(in words)

(C)NetTendered Amount(A-B) (in figure) ………………………………

(in words)

1 The Contractor shall exhibit a board with detailed specification and details of work as

directed by the Engineer-In-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all P.C.C./R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as

per vernacular office letter no. 04 of 2024, Dt. 20/01/2024 of The Chief Engineer, Quality

Control (SSNNL) as stated in S.O.R. therefore in P.C.C./R.C.C. items where there is a change

as per Nominal mix the cost of difference of cement consumption have been deducted from

the rate of original item at the rate of input rate (i.e. 5448.53 Rs / MT for OPC) in all the