Restoration and Maintenance Works For Kakari Mahudi Minor Irrigation Scheme (Part-1), Ta. Khanpur, Dist. Mahisagar

NAME OF WORK: RESTORATION AND MAINTENANCE WORKS FOR KAKARI MAHUDI MINOR IRRIGATION SCHEME (PART-1), TALUKA:

KHANPUR, DIST: MAHISAGAR

Memorandum showing items of work to be carried out

Estimated Rates

Item Item of Total amount according

Item Item of Total amount according

Quantities Estimated but may be more or less Unit

No. Work In Figure to estimated Quantities

Cleaning the slope of dam within the dam boundry by removing the

Four Rupees and Ninety

1 21780.00 bushes,shrubs girth and small trees including depositing the materials 4.90 Sqmt

as and where directed up to 50 mt. and all lift etc completed.

Cutting down the trees of different girths, (at 45 cm above G.L.)

including removing & grubbing roots below ground leval within the

Seven Hundred Twenty

2 5.00 canal boundary including stacking the wood outside the canal 722.00 No.

boundary as directed etc. complete. (a) Girth above 0.50 & upto

Excavation for foundation below overburden in soft rock including

Two Hundred Thirty Five

3 2775.60 shorting out & depositing the excavation stuff as and where directed 235.00 Cum

with lid up to 500 mtr and all lifts . (Machinery ). Including dewatering

Providing excavator on hourly basis:

Hydraulic Excavator 200 (0.9 CM), to dismantle rubble pitching on Two Thousand Five

4 88.00 upstream slope of dam, removal of rubbish and other miscellaneous 2559.00 Hundred Fifty Nine Hrs.

activities with hire charges of tractor for loading & unloading of Rupees

dismantled pitching as directed by Engineer-In-Charge.

Earthwork/Back filling with selected earth brought from outside

borrow area or from excavated useful material including spreading in One Hundred Forty Four

layers, watering, compaction by pnuematic/mechanical equipment Rupees and Fifty Paise

and all lead and all lift etc complete.

Providing and laying High Density Polyethylene (HDPE)

Geomembrane (double side textured) on bed/slope of the earthen

embankment, preparation of subgrade in required line and level Two Hundred Thirty

including smooth finishing, overlaps, welding etc., complete as Eight Rupees

directed. (Thickness of HDPE Geomembrane: 1mm, Double side

textured) with confirming to IS 16352:2020

Relaying of dry rubble pitching with stones obtained from One Hundred Forty Five

dismentaled existing pitching with all leads and lifts. Rupees and Forty Paise

Providing and laying dry rubble pitching of various thickness to

Three Hundred Thirty

required grade including trimming of earth work, hand packing the

8 6670.99 339.80 Nine Rupees and Eighty Sqmt

interstices with spauls, filling earth in interstices pannelling complete

for all leads and lifts. 230 MM THICK

Providing & Laying in position "NOMINAL MIX" cement concrete

using cement, sand and crushed aggregate by mass and machine mix

for C.C./R.C.C work incl. necessary formworks centering, scaffolding, Three Thousand Three

9 22.34 compaction by vibrator, curing as directed with all lead & lift etc 3346.00 Hundred Forty Six Cum

complete Without Dewatering and excluding cost of steel Rupees

reinforcement. (A) For Foundation concrete / General purpose (a) C.

C. Nominal Mix, M-10 and MSA-40 mm

Qty. for Dam = 20.58 Cum

Qty. for Camp Site Building = 1.76 Cum

Dismantling the existing foundation concrete including sorting out the

One Thousand One

dismentalled stuff and stacking the useful material, removing the

10 11.55 1155.20 Hundred Fifty Five Cum

debris and making good the damages etc. complete as and where

Rupees and Twenty Paise

directed. Cement Concrete

Dismantling the existing stone masonry including sorting out and

Seven Hundred Fifty

11 86.63 stacking the useful material and removing the debris and making 750.90 Cum

Rupees and Ninety Paise

good the damages etc. complete as directed. In Cement Mortar

Providing & Laying in position "NOMINAL MIX" cement concrete

using cement, sand and crushed aggregate by mass and machine mix

Four Thousand Two

for C.C./R.C.C work incl. necessary formworks centering, scaffolding,

12 96.91 4296.00 Hundred Ninety Six Cum

compaction by vibrator, curing as directed with all lead & lift etc

complete Without Dewatering and excluding cost of steel

reinforcement. (f) C. C. Nominal Mix, M-20 and MSA-20 mm

Box cutting the road surface to proper slope and camber for making a One Hundred Eight

13 780.00 base for road work including removing the excavated stuff and 108.33 Rupees and Thirty Three Cum

depositing on the road side slope as directed upto 50Mt.lead. Paise

Estimated Rates

Item Item of Total amount according

Item Item of Total amount according

Quantities Estimated but may be more or less Unit

No. Work In Figure to estimated Quantities

Conveying/transporting suitable pitching material specified gradation

from dismantled pitching area/stock piles, spreading the materials in Two Hundred Thirty Nine

14 390.00 specified thickness, dressing removing oversize materials, roots etc. 239.55 Rupees and Fifty Five Cum

watering up to saturation rolling with suitable type of roller for 1 km Paise

lead and all lifts etc.complete.

Quarrying transporting suitable Quarry Spauls specified gradation

from approved Burrow Area, spreading the materials in specified

Seven Hundred Nine

15 390.00 thickness, dressing removing oversize materials, roots etc. watering 709.60 Cum

Rupees and Sixty Paise

up to saturation rolling with suitable type of roller for approach road

for 1 km lead and all lifts etc.complete.

Providing and fixing in position 1.80 m high above finished ground

level sign boards of standard size 0.45 m x 0.30m with M.S. angle One Thousand Three

16 6.00 40mm x 40mm x 6mm with 3mm thick iron plate in 1:5:10 proportion 1365.00 Hundred Sixty Five Nos.

concrete block size 40cm x 40cm x 75 cm including radium paint on Rupees

both side etc. complete.

Providing, fabricating and erecting in position service gate and

emergency gate incl cost of embedded parts, hoisting arrangement, Three Lakh Forty Three

finishing etc as per design and drawing with one coat of primer and Thousand Two Hundred

two coats of anti corrosive black epoxy paints etc complete, Gate Fourteen Rupees and

should be attached to the hoist with complete installation & Fifty Paise

commissioning etc complete.

Providing & Placing in position reinforcement bars including cutting,

Eighty Two Thousand

18 0.78 bending, welding joints where necessary, hooking etc. complete as per 82019.00 MT

Nineteen Rupees

drawing for all lead and lifts. TMT / CRS (FE 500 D)

Qty. for Dam = 0.50 MT

Qty. for Camp Site Building = 0.284 MT

Providing Fabricating and erecting a steel ladder M.S Angle 50 X 30 X One Thousand Two

19 9.40 6 mm in the H.R. well as per design to approach the H.R. gates from 1201.60 Hundred One Rupees and Rmt

top of H.R. well etc complete as directed. Sixty Paise

Providing and fixing gauge posts with 15 Cm. Wide enamelled gauge

plate including M.S. channel (130 mm x 75 mm x 5 mm) of standard Seven Hundred Nineteen

design and section and of required length of specified location etc. Rupees and Fifty Paise

Providing and fixing in position ( different diameter ) I.S.,NP-3 class

Two Thousand Eight

reinforced pipe with caulking the joints with cement mortar 1:1

Hundred Fifty Seven

21 7.50 proportion,using jute string soaked in cement slurry, finishing joints 2857.70 Rmt

Rupees and Seventy

and laying pipes to the designed grade and levels, curing etc. complete

for all leads and lifts. NP-3 class 900 MM dia pipe.

Excavation for foundation in overburden in all sorts of soil hard

murrum , gravel etc including shoring , strutting and depositing the One Hundred Ten Rupees

excavated stuff in regular stacks or layers with lead up to 500 mtr and and Fifty Paise

all lifts. (By Machinery) including dewatering.

Providing and laying burnt brick masonry in foundation ordinary

Four Thousand Nine

portland cement mortar 1:6 proportion including racking out joints

23 13.25 4950.10 Hundred Fifty Rupees Cum

upto 1 cm. depth curing etc. complete for all leads and lifts.

(Conventional Bricks)

Providing and laying burnt brick masonry for superstructure with

Five Thousand Two

ordinary portland cement mortar 1:6 proportion including providing

24 11.49 5266.30 Hundred Sixty Six Rupees Cum

scaffolding racking out joints curing etc. complete for all leads and

and Thirty Paise

lifts. (Conventional Bricks)

Providing & Laying in position "NOMINAL MIX" cement concrete

using cement, sand and crushed aggregate by mass and machine mix

Three Thousand Seven

for C.C./R.C.C work incl. necessary formworks centering, scaffolding,

25 3.01 3754.00 Hundred Fifty Four Cum

compaction by vibrator, curing as directed with all lead & lift etc

complete Without Dewatering and excluding cost of steel

reinforcement.(d) C. C. Nominal Mix, M-15 and MSA-40 mm

Providing and fixing 35 mm thick panelled ,glazed or panelled and Three Thousand Six

glazed shutters, for Doors windows and clearstory windows including Hundred Twenty Two

anodised alluminium But hinges with necessary screws and indian Rupees and Sixty Two

teak wood shutters with. (B) Particle board panels Paise

Providing cement plaster in thickness and proportion as under One Hundred Ninety

27 156.30 including, smooth finishing, curing, scaffolding etc. complete for all 193.20 Three Rupees and Sqm

leads and lifts. Cement mortar 1:3 proportion. ( b ) 12 mm thick. Twenty Paise

Estimated Rates

Item Item of Total amount according

Item Item of Total amount according

Quantities Estimated but may be more or less Unit

No. Work In Figure to estimated Quantities

Colour washing with lime on wall surface (two coats ) over and

including a primary coat of white washing to give an even shade after Twelve Rupees and

through brooming the surface to remove all dirt, dust, mortar drops Seventy Five Paise

and other foreigh matter.

One Thousand One

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in

Hundred Eighty Three

29 14.05 skrting risers of steps and dedo on 10mm thick cement plaster 1:3 (1- 1183.19 Sqm

Rupees and Nineteen

cement : 3-coarse sand) and jointed with white cement slurry

Providing cement vata (10cm. x 10 cm. size) quarter round in cement Twenty Four Rupees and

mortar 1:1 including neat cement finishing, watering etc. complete. Four Paise

Providing and fixing Number plate of Marble plate stone of required

Three Hundred Three

31 1.00 size set in C.M. 1:4 including finishing and engeaving letters etc. 303.11 Each

Rupees and Eleven Paise

Providing upto floor two level precast cement concrete jali or grill

1:2:4 mix (1- Cement : 2- coarse sand : 4-graded stone aggregate 6mm Seven Hundred Fifteen

32 0.54 nominal size) reinforced with 1.6 mm dia. Mild steel wire including 715.52 Rupees and Fifty Two Sqm

roughening,cleaning, fixing and finishing in cement mortar 1:3 and Paise

curing complete. (B) 40mm thick

Providing and erecting Approved make Four pole moulded case

Six Thousand Seven

circuit breaker having breaking capacity ICU of 25 KA. at 415 V,having

Hundred Twenty One

33 1.00 normal current rating up to 25 A to 100A. with Fixed thermal & 6721.19 Nos

Rupees and Nineteen

magnetic release suitable to work on A.C. supply 50 c/s. with all

internal connections, spreader tinned copper & complete erected in

existing 16 G.M.S. housing. 63 AMP cat-III

Lighting Distribution Board (LDB) as under:

Providing and erecting Sheet Steel powder coated MCB distribution

board - flush / surface mounted fitted with busbar, neutral link, earth

bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without

MCB to house appropriate nos. of MCBs.(The DBs should be used of Five Thousand Eighty Six

34 1.00 same company of MCB to be used) suitable for Three phase incoming 5086.44 Rupees and Forty Four Nos

and single phase horizontal type outgoing Per phase isolation type Paise

(PPI) single door 4 way Prewired Lighting Distribution Board Suitable

Incoming: 25A FP, ELMCB (30mA), Cat-III

Outgoing: 20A SP MCB (4 nos.), 16A SP MCB (4 nos.)

MEDIUM VOLTAGE CABLES

Supply, laying, testing & commissioning 1.1 kV grade, XLPE insulated,

stranded Aluminium conductor, galvanised steel flat strip / round

wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to

One Hundred Thirty Five

35 50.00 be laid on wall surface with necessary clamps / in existing cable 135.00 Rmt

trench / cable trays / conduit / pipe sleeves at road crossing or floor

as per site requirement) conforming to IS:7098 (Part-1) & IEC:60502

(Part-1) of following sizes: 4 C x 4 Sq.mm CU XLPE Armoured (For

LDB, Instruments and Other.)

CABLE END TERMINATION AND CONNECTION :

Providing & fitting heavy duty brass cable glands (nickel-plated) with

washers & rubber ring conforming to IS, suitable for 3, 3½ & 4 core One Hundred Seven

cables of following type & sizes: Double Compression Brass Cable Rupees

Glands 4 C x 4 Sq.mm CU XLPE Armoured (For LDB, Instruments and

Providing & fitting crimping type Cable Terminals (Lugs) conforming

37 5.00 to IS of following types and sizes Aluminium Reducer Terminals (in 8.00 Eight Rupees Nos

Sq.mm.) 4 C x 4 Sq.mm CU XLPE Armoured (For LDB, Instruments and

INTERNAL WIRING:-

Providing and erecting Mains with 1.1 KV grade FRLS PVC insulated

ISI marked stranded Copper conductor wire in following type of pipe

Seventy Six Rupees and

38 50.00 to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm 76.27 Rmt

Twenty Seven Paise

copper conductor FRLS PVC insulated stranded wire of green colour

for earth continuity of following size with medium class Rigid PVC

pipe and accessories. Main wiring with 3 wire 1.5 Sq.mm

Supply,Installation,Testing and Commissioning of Main wiring with Ninety Four Rupees and

3 wire 2.5 sq. mm as per tender specification / IS Ninety Two Paise

Estimated Rates

Item Item of Total amount according

Item Item of Total amount according

Quantities Estimated but may be more or less Unit

No. Work In Figure to estimated Quantities

INTERNAL POINT WIRING:-

Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of

sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC

insulated multi strand copper wires up to 10 mtr length , in below

type of pipe erected with 6A Modular type switch / bell push & Four Hundred Fourteen

40 6.00 accessories and earth continuity of following type, erected on PVC / 414.41 Rupees and Forty One Nos

Metallic/Wooden box, single mounting base frame covered with Paise

textured/metallic/white front plate modules erected on / in wall /

ceiling as per pipe erected, with necessary Lamp holder/ceiling rose /

H.D.Connector as directed. (a) with medium class Rigid PVC pipe and

accessories erected flushed on wall/ceiling complete. cat-III

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi

strand copper wires up to 10 mtr length, in below type of pipe erected

complete with Modular type switch & 5 pin Plug erected on PVC / Four Hundred Thirty

41 3.00 Metallic/Wooden box covered with appropriate front plate modules 439.83 Nine Rupees and Eighty Nos

erected on / in wall / ceiling as per pipe erected with following type of Three Paise

accessories. For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. With

medium class Rigid PVC pipe and accessories erected flushed on

wall/ceiling complete. Cat. - III

Point wiring for Individual Plug with earthwire of 1.5 sq.mm (Green)

both are of ISI marked 1.1kV grade FRLS PVC insulated multistrand

copper wires, in following type of to be erected concealed in/ on

Six Hundred Sixty One

surface of wall/ ceiling complete with Modular type switch & 5 pin

42 2.00 661.86 Rupees and Eighty Six Nos

Plug erected on PVC/ Metallic box covered with appropriate front

plate modules erected on/ in wall/ ceiling as per pipe erected with

following type of accessories.For 16A Plug with 2-2.5 sq.mm Cu. Wire

with medium class Rigid PVC pipe and accessories.Cat. - III

LED LIGHT FIXTURES:

Supplying and erecting LED indoor fittings with LEDs of wattage

Watt to 0.5 Watt assembled on single MCPCB, with housing used as a

heat sink shall be made of thick sheet Steel conforming to IS:

513/CRCA/ aluminium die cast powder coated and high U.V. &

corrosion resistance with diffuser with company mark/name 120 to Seven Hundred Fifty

43 2.00 300 V,Power Factor more than 0.9, THD < 10 %, CCT 3000 K to 750.85 Rupees and Eighty Five Nos

6500K, Luminaire efficacy> 85 lumens/watt ,LED efficiency-110 Paise

lumens/watt LED driver efficiency > 85 % CREE / OSRAM / PHILIPS

Lumileds / NICHIA / SEOUL/Bridgelux make LED used for luminaire.

(fitting required LM-79 & LM-80 Certificates) Tube Light with

integral/ nonintegral driver 22-24 Watts, Surge - 2KV,IP-20, 4 feet,

Providing and erecting Approved make Ceiling fan with double ball

One Thousand Five

bearing ISI mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep

44 1.00 1580.51 Hundred Eighty Rupees Set

complete, canopy erected on existing hook or clamp with earthing.

and Fifty One Paise

[Make shall be approved by Engineer in charge]

B' class galvanised iron pipe 32 mm outside dia 45 cms long duly

Three Hundred Thirty

welded on 20 cms x 20 cms x 3 mm thick M.S. base plate, erected on

45 1.00 338.98 Eight Rupees and Ninety Nos

wall or corner for mounting luminaire with necessary hardware

materials duly painted. For wall mounting indoor & Outdoor Flood

light Fixtures on wall of Buiding.

Total Cost (Rs.)

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

Contractor Executive Engineer