Campus development work in DISRA at sector 14 Gandhinagar.

No figures

1 Box cutting the road surface to proper slope and camber for making a base for 3243.00 Cum. 109.24

road work including removing the excavated stuff and depositing on the road

side slope as directed upto 50Mt.lead.

2 Construction of granular sub-base 150mm thick layer by providing coarse 912.90 Cum. 1396.83

graded machine crushed B.T. material satisfying MOST specification of

grading I (B.T. stone aggregate 53 mm to 26.5 mm 35 %, 26.5 to 4.75 mm -

% and 2.36 mm below - 20 % )including spreading in uniform layer with

motor grader on prepared surface, mixing by mix in place method with

rotavator at OMC and compacting with vibratory roller to achieve the desired

density etc. complete.

3 Providing and laying wet mix macadam 0.15m thick layer base course using 870.30 Cum. 1458.44

machine crushed B.T. chips as per required gradation mixing with required

optimum quantity of water, conveying the mix to site of work, spreading in to

grade and camber with mechanical paver and consolidation each layer with

vibratory roller including cost of material labour plant and equipment etc.

4 Providing and laying in position Ready Mixed M-150 grade concrete for 791.20 Cum. 4645.80

reinforced cement concrete work in Foundations & Plinth, using cement

content as per approved Design Mix manufactured in fully automatic batching

plant established on site and transported to site of work in transit mixer

having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying, excluding the cost of reinforcement

and including cost of centering. shuttering, formwork finishing and

admixtures in recommended proportions as per IS : 9103 to accelerate/

retard setting of concrete, improve workability without impairing strength

and durability as per direction of the Engineer -In - Charge. Without Fly Ash

(Min cement level as per latest IS 456 shall be maintained) PCC

5 Providing and laying trimix vaccum dewatering process of Ready Mixed M- 1054.90 Cum. 5693.37

250 grade concrete for reinforced cement concrete work in Road , using

cement content as per approved Design Mix manufactured in fully automatic

batching plant established on site and transported to site of work in transit

mixer having continuous agitated mixer, manufactured as per mix design of

specified grade for reinforced cement concrete work including pumping of

R.M.C. from transit mixer to site of laying, excluding the cost of reinforcement

and centering. shuttering, formwork finishing and admixtures in

recommended proportions as per IS : 9103 to accelerate/ retard setting of

concrete, improve workability without impairing strength and durability as

per direction of the Engineer -In - Charge. Without Fly Ash (Min cement level

as per latest IS 456 shall be maintained) including Compaction and finishing

of cement concrete surface by trimix process ,inclusive of labour charges for

the trimix vacuum dewatering process on cement concrete surface by using

vacuum dewatering pump, surface floater, surface vibrator and machanical

trowel including Channelling & making grooves and rough finish to surface by

providing expansion Joints, Contraction joints & construction joints with

filling of joints with asphalt filler as directed by Engineer In charge & as per

specification.

6 Providing TMT Bar FE 550D reinforcement for R.C.C. work including bending, 26373.00 Kg 94.99

binding and placing in position complete upto floor two level complete for all

7 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete 4230.00 Sqmt 706.90

block 60mm thick with grade of concrete M300 pnumatic compressed /

vibrated mechanically and as per approved design Confirming to IS 15658 :

2006 including 35 mm Sand layer for levelling and filling the joint with sand

in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete.

Item Rate In

Description of Item Quantity Unit Amount

No figures

8 Providing and Laying homoginious Grey cement based concrete kerbing of 430.00 Rmt 374.92

size 30 cm x 30 cm x 10 cm size as per detailed drawing having grade of

concrete M25 grade, including necessary excavation, BBCC 1:5:10 7.5 cm as

per ddetailed drawing fixing in line and level, filling joints in CM 1:3 with

smooth finished, white washing three coats etc. complete as directed by

Engineer in charge.

9 Providing laying (to level or slopes) and jointing reinforced concrete Light 974.00 Rmt. 678.02

duty non-pressure pipes I.S. class NP2 of the following internal diameter with

collars and butt ends prepared for collar joints including testing of joints

complete.(D) 300mm.

Total 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

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which

1 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 Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement

Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design

4 the cost of difference of cement consumption have been deducted from the rate of original item at the rate of input rate mentioned in

all the tender.

Deputy Executive Engineer Executive Engineer

Capital Project Sub Division: 08 Capital Project Division:

Gandhinagar Gandhinagar