Providing, Installing & Commissioning of GI Cable Tray for Existing Cables & Strengthening of Existing Parapet Wall On Spillway & Both NOF Section at Madhuban Dam of Damanganga Reservoir Project

Sr. No. Quantity Unit Rate Amount

(with brief specification and reference to book of specifications)

Item No.1 Providing & Erecting perforated G.I.cable tray size as below with all necessary

accesS.O.R.ies for fitting like coupler S.S. Nut bolt.Cable tray with cover

fabricated from G.I.M.S.sheet having thicknes 2 mm.

(8) Cable tray size 300 x 100x 2 mm

Item No.2 Providing & Erecting perforated G.I.cable tray size as below with all necessary

accesS.O.R.ies for fitting like coupler S.S. Nut bolt.Cable tray with cover

fabricated from G.I.M.S.sheet having thicknes 2 mm.

(7) Cable tray size 200 x 100x 2 mm

Item No.3 Scrapping the old white or colour wash including scaffolding etc. complete. 2760.02 Sqmt. 23.30

Item No.4 Providing cement plaster in various thickness and proportion including smooth

finishing, curing, scaffolding etc. complete for all leads and lifts as under.

(a) Cement mortar 1:3 proportion 2045.72 Sqmt. 290.80

(i) 20 mm Thick

Item No.5 Finishing Wall With Primer on wall surface ( two coat ) to give and required

shape even shade after throughly brushing the surface to remove dirt and remain 2760.02 Sqmt. 44.48

of loose powdered material etc complete.

Item No.6 Finishing wall with weather proof exterior emulsion paint on wall surface (two

coats ) to give and required shape even shade after thoroughly brushing the

surfaces to remove all dirt, and remains of loose powdered material etc. complete.

Item No.7 Providing and laying Plain/Reinforced cement concrete of cement, sand and metal

(above 12mm & upto 20mm size) in following proportion laid in situ including

centering,shuttering, temping, smooth finishing, curing etc. complete as directed 14.01 Cum 4057.90

for all leads and lifts(Manually With Conventional Mixer)

Item No.8 Providing & Fixing Biometric Z500V2 face With fingerprint attendance machine

for Entry & Exit Point Of Dam site Including Transporting, Fixing & Operation,

giving Training to dam site staff for Operating Machine & etc. All

Complete.(excluding GST)

Item No.9 Providing & Fixing sign boards made out of 2mm aluminium sheet, size 180 x

cms rectanglel as per the attached drawing pre treated with phospheting process

& acid etching, coated with one coat of epoxy priemr and two coats of best quality

epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T. 3.1m

long (2nos) stand post and frame fabricated from iron angle of 50x50x5mm, 3.00 No. 6798.92

painted with best quality epoxy coating the fixing at site shall be in 1:2:4 CC block

of size 45 x 45x 60cms for each leg, including excavation curing etc. complete

under the supervision of engineer in charge.(A) Engineer Grade(VR)...

Item No.10 Providing and laying wet mix macadam base course as per MORTH specification

using 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 paver/mechanical means and consolidation each

layer with vibratory roller to aschieve the desired density including cost of

material labour plant and equipment etc. complete.

Item No.11 Rolling and consolidating water bound macadam (except laterite and Kankar)

including watering not exceeding 150mm thickness (Main layer including binding

materials ) including filling in depressions which occur during the process. (A) 360.00 Sqmt 19.73

With power roller exceeding 8 tonne and not exceeding 12 tonne.

Item No.12 Providing and placing in position reinforcement bars including cutting, bending

welding, joints where necessary, hooking etc. complete as per drawing for all lead 32.64 Qtl 7194.00

and lifts.(b) TMT

Sign Of The Contractor 178 Sign Of The Executive Engineer

Description of Item

Sr. No. Quantity Unit Rate Amount

(with brief specification and reference to book of specifications)

Item No.13 Providing laying Controled Reinforced cement concrete M 20 For RCC ROAD by

Trimix Method using minimum cement content @ 410 kg/Cmt including curing

complete lncluding the cost of form work and reinforcement for reinforced

concrete work in concrete road Coarse and fine aggregate confirming to IS:383

maximum size of coarse aggregate not exceeding 25 mm, using mechanical weigh

batcher, mixed as per approved mix design, laid, placed & distributed with

sufficient man power using M.S. Side Rail of road thickness with necessary nut

bolt plates, fixing as per width, compacted with Poker vibrator V.D. system (

Trimix ) & Surface Plate Vibrator, Troweling to be carried out with the same 55.88 Cumt. 5703.47

machine running on troweling blades, finished in a continuous operation

including provision of contraction, expansion, construction and longitudinal

joints, joint filler separation membrane, sealant primer, joint sealant debonding

strip, dowel bar, tie rod, Surface Hardner must be spraied on final concrete

surface to harden the top surface, admixtures as approved, curing compound,

finishing to lines and grades as per drawing including necessary shuttering

laying, vibrating, ramming and curing Complete.

Item No.14 Road marking with hot applied thermoplastic paints with reflectorising glass

beads on bitumin surface providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm

area , thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35-

2015. The finished surface tobe level, uniform and free from streaks and holes.

zebra patta/bump patta land/ center line/edge line/cut patta. The white color 4.20 Sqmt 367.72

marking should provide liminance coefficinet on cemend road shall be min

mcd/m2/lux and asphalt road shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet the performance criteria for night

time reflectivity, wet reflectivity and skid resistance as mentioned in the section-15

of IRC 35-2015. Warranty for the Retro reflectivity should be two years.

Item No.15 Supplying and fixing cat eye (Stimsonite) made out from Acrilo beautile sterine

injuction high compressed molding with reflector made of MMC (prismatic type

of size 12cm x 6cm x 2.5cm) provided with bituminous adhesive 100g. with each

unit for fixing. (High Intensity grade)

(Rs. Twenty Seven Lac Sixty Five Thousand Six Hundred Sixty Four and Paise Ninety Seven

In Words Total Rs.=

(A) Percentage Rate Tender (Upto INR 50Cr.)

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.

Estimate Amount Estimate Amount

put to tender Rs.2765664.97 put to tender Rs.2765664.97

Deduct___________ % below Add___________ % Above

( If any) ______%

Net ( in Figure)___________ Net

( In words) ________________ ( 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

Deputy Executive Engineer Divisional Accountant Executive Engineer

Damanganga Dam & Reha Sub Dn. Damanganga Project Div No.1 Damanganga Project Div No.1

Madhuban Colony Madhuban colony Madhuban colony

Sign Of The Contractor 179 Sign Of The Executive Engineer