Restoration and Maintenance Works for Vada Talav Minor Irrigation Scheme (Part-1) in Santrampur Taluka of Mahisagar District 2nd Attempt

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

SANTRAMPUR, DIST: MAHISAGAR 2nd Attempt

Memorandum showing items of work to be carried out

Quantities Estimated Rates

Item Total amount according

Item Total amount according

Estimated but may Item of Work In Figure Unit

No. In Words to estimated Quantities

be more or less Rs. Ps.

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

1 4590.00 bushes,shrubs girth and small trees including depositing the materials as and 4.90 Four Rupees and Ninety Paise Sqmt

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 canal boundary Seven Hundred Twenty Two

including stacking the wood outside the canal boundary as directed etc. Rupees

complete. (a) Girth above 0.50 & upto 1.00 m

Dismantling the existing stone masonry including sorting out and stacking the

Seven Hundred Fifty Rupees and

3 43.96 useful material and removing the debris and making good the damages etc. 750.90 Cum

complete as directed. In Cement Mortar

Dismantling the existing foundation concrete including sorting out the

dismentalled stuff and stacking the useful material, removing the debris and One Thousand One Hundred Fifty

making good the damages etc. complete as and where directed. Cement Five Rupees and Twenty Paise

Excavation for foundation in all sorts of soil including yellow sandy gravelly

soils ,soft & hard murrum etc. in dry condition including depositing the

One Hundred Seven Rupees and

5 3457.77 excavated stuff in uniform layers in banks or as and where directed etc. 107.80 Cum

complete for lead up to 500m and all lift. (BY MACHINERY). Including

Providing excavator on hourly basis:

Hydraulic Excavator 200 (0.9 CM), to dismantle rubble pitching on upstream

Two Thousand Five Hundred Fifty

6 21.00 slope of dam, removal of rubbish and other miscellaneous activities with hire 2559.00 Hrs.

charges of tractor for loading & unloading of 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 layers, watering, One Hundred Forty Four Rupees

compaction by pnuematic/mechanical equipment and all lead and all lift etc and Fifty Paise

Providing and laying High Density Polyethylene (HDPE) Geomembrane

(double side textured) on bed/slope of the earthen embankment, preparation

8 3600.66 of subgrade in required line and level including smooth finishing, overlaps, 238.00 Two Hundred Thirty Eight Rupees Sqmt

welding etc., complete as directed. (Thickness of HDPE Geomembrane: 1mm,

Double side textured) with confirming to IS 16352:2020

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

pitching with all leads and lifts. and Forty Paise

Providing and laying dry rubble pitching of various thickness to required

grade including trimming of earth work, hand packing the interstices with Three Hundred Thirty Nine Rupees

spauls, filling earth in interstices pannelling complete for all leads and lifts. 230 and Eighty Paise

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, compaction by vibrator, Three Thousand Three Hundred

curing as directed with all lead & lift etc complete Without Dewatering and Forty Six Rupees

excluding cost of steel reinforcement. (A) For Foundation concrete / General

purpose (a) C. C. Nominal Mix, M-10 and MSA-40 mm

Qty. for Dam = 13.31 Cum

Qty. for Camp Site Building = 9.87 Cum

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, compaction by vibrator, Four Thousand Two Hundred

curing as directed with all lead & lift etc complete Without Dewatering and Ninety Six Rupees

excluding cost of steel reinforcement. (f) C. C. Nominal Mix, M-20 and MSA-20

Qty. for Dam = 101.96 Cum

Qty. for Camp Site Building = 10.62 Cum

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 40mm x 40mm x 6mm One Thousand Three Hundred

with 3mm thick iron plate in 1:5:10 proportion concrete block size 40cm x 40cm Sixty Five Rupees

x 75 cm including radium paint on both side etc. complete.

Providing, fabricating and erecting in position service gate and emergency

gate incl cost of embedded parts, hoisting arrangement, finishing etc as per Three Lakh Forty Three Thousand

14 4.32 design and drawing with one coat of primer and two coats of anti corrosive 343214.50 Two Hundred Fourteen Rupees Sqmt

black epoxy paints etc complete, Gate should be attached to the hoist with and Fifty Paise

complete installation & commissioning etc complete.

Providing & Placing in position reinforcement bars including cutting, bending,

Eighty Two Thousand Nineteen

15 4.790 welding joints where necessary, hooking etc. complete as per drawing for all 82019.00 MT

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

Qty. for Dam = 3.79 MT

Qty. for Camp Site Building = 1.00 MT

Providing and fixing M. S. steel grill with angle frame for head regulator

Seventy One Thousand Thirteen

16 0.41 including fixing arrangment supports. etc. as per design, oil painting with one 71013.00 MT

coat of primer and two coat of approved oil paint etc. complete

Providing Fabricating and erecting a steel ladder M.S Angle 50 X 30 X 6 mm in

One Thousand Two Hundred One

17 9.00 the H.R. well as per design to approach the H.R. gates from top of H.R. well etc 1201.60 Rmt

Rupees and Sixty Paise

complete as directed.

Providing and fixing rolling shutters of approved make made of 80 mm wide

M.S. laths inter-locked together through their entire length and jointed together

at the ends by end locks mounted on specially designed pipe shaft with bracket Four Thousand Five Hundred One

plates, guide channels and arragements for inside and outside locking with Rupees

push-pull operation including the cost of hood cover and spring etc. complete.

(B) Shutters having width 3.5 M. and above

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

Seven Hundred Nineteen Rupees

19 15.00 including M.S. channel (130 mm x 75 mm x 5 mm) of standard design and 719.50 Rmt

and Fifty Paise

section and of required length of specified location etc. complete.

Quantities Estimated Rates

Item Total amount according

Item Total amount according

Estimated but may Item of Work In Figure Unit

No. In Words to estimated Quantities

be more or less Rs. Ps.

Two Lakh Eighty Thousand Nine

20 1.00 Construction and Dismantling of Cofferdam 280904.80 Hundred Four Rupees and Eighty Nos.

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

pipe with caulking the joints with cement mortar 1:1 proportion,using jute

Two Thousand Eight Hundred Fifty

21 15.00 string soaked in cement slurry, finishing joints and laying pipes to the designed 2857.70 Rmt

Seven Rupees and Seventy Paise

grade and levels, curing etc. complete for all leads and lifts. NP-3 class 900 MM

FOR CAMP SITE BUILDING

Excavation for foundation in overburden in all sorts of soil hard murrum , gravel

etc including shoring , strutting and depositing the excavated stuff in regular One Hundred Ten Rupees and

stacks or layers with lead up to 500 mtr and all lifts. (By Machinery) including Fifty Paise

Providing and laying burnt brick masonry in foundation ordinary portland

Four Thousand Nine Hundred Fifty

23 22.22 cement mortar 1:6 proportion including racking out joints upto 1 cm. depth 4950.10 Cum

Rupees and Ten Paise

curing etc. complete for all leads and lifts. (Conventional Bricks)

Providing and laying burnt brick masonry for superstructure with ordinary

Five Thousand Two Hundred Sixty

24 29.22 portland cement mortar 1:6 proportion including providing scaffolding racking 5266.30 Cum

Six Rupees and Thirty Paise

out joints curing etc. complete for all leads and lifts. (Conventional Bricks)

Providing and laying damp proof course 25mm thick cement concrete 1:2:4 (1-

Three Hundred Eighteen Rupees

25 9.90 Cement : 2 coarse sand : 4 stone aggregate 10 mm nominal size) and curing 318.78 Sqm

and Seventy Eight Paise

Providing formwork of ordinary timber planking so as to give a rough finish

including centering shuttering strutting and propping etc. Height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and Two Hundred Eighty Four Rupees

removal of the same for in situ reinforced concrete and plain concrete work in. and Forty Five Paise

(B) Flat surfaces such as soffits of suspended floor roof slabs Landings and the

like. (2) Floors etc. above 200mm in thickness.

Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in skrting risers One Thousand One Hundred

27 41.67 of steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) 1183.19 Eighty Three Rupees and Nineteen Sqm

and jointed with white cement slurry Paise

Providing cement plaster in thickness and proportion as under including,

One Hundred Ninety Three

28 157.50 smooth finishing, curing, scaffolding etc. complete for all leads and lifts. 193.20 Sqm

Rupees and Twenty Paise

Cement mortar 1:3 proportion. ( b ) 12 mm thick.

Providing cement mortar pointing to the masonry in proportion as under

One Hundred Forty Six Rupees

29 105.12 including, smooth finishing, curing, scaffolding etc. complete for all leads and 146.30 Sqm

and Thirty Paise

lifts. (a) Cement mortar 1:2 proportion.

Providing and fixing 35mm thick factory made moulded door shuter consisting

of solid core single leaf flush door of 30mm thickness, lipped with 15mm (5mm

x 3) thick x 30mm width on one stiles and top rail and 10mm (5mm x 2) thick x

30mm width on the other stiles and bottom rails. The inner panel laminated with

2mm thick termite proof, water proof and fire resistant moulded PVC sheet with Two Thousand One Hundred

2,4,6 raised panel design in different plain and /or prelim colours on one side Thirty One Rupees

after routing the moulded design on flush door and 2mm plain and/or prelim

PVC sheet on other side using rubber adhesive on flush door and solvent

cement adhesive on the PVC liping etc. complete as per direction of Engineer

in charge, manufacture’s specification and drawing.

Providing and fixing complete sliding shutter solid PVC window 25mm thick

factory made glazed solid PVC window shutter consisting of frame made out of

M.S. tube of 19 gauge of size 15 x 15mm for styles top, bottom rail. M.S. frame

shall have a coat of steel primer of approved make and manufacture, M.S. frame

shall be covered with 4mm thick heat mouled PVC ‘C’ channel of size 58mm x

25mm x 38 mm out of which 8mm shall be bent at 90 degree towards inner side

on front face of the window shutter forming stiles. For top rail and bottom rails,

M>S. frame shall be covered with 4mm thick, 58mm wide PVC sheet out of

which 8mm shall be bent at 90 degree towards inner side on front face and Two Thousand Five Hundred

31 10.49 38mm wide PVC sheet shall cover the M.S. frame at top and bottom rail on back 2576.85 Seventy Six Rupees and Eighty Sqm

side of window shutter, 4mm thick 15mm wide cross PVC sheet as gap insert for Five Paise

top and bottom rail. PVC sheet beading of 8mm thick (4mm x 2) to be stuck

internally with solvent cement adhesive in top and bottom rails. Glass panel will

be fitted externally in the clear space available between stiles & rails and fixed

between PVC sheet of stiles and rails bent at 90 degree on front face 12mm x

123mm ‘L’ shape outer PVC beading nailed on stiles and rails at the back side

so that ‘L’ shape outer PVC beading can be removed when required for

replacement of broken glass etc. complete as per direction of etc. complete as

per direction of Engineer in charge and manufactuture’s specification.

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

Twelve Rupees and Seventy Five

32 157.50 primary coat of white washing to give an even shade after through brooming 12.75 Sqm

the surface to remove all dirt, dust, mortar drops and other foreigh matter.

Providing and erecting Approved make Four pole moulded case circuit

Six Thousand Seven Hundred

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

33 1.00 6721.19 Twenty One Rupees and Nineteen Nos

rating up to 25 A to 100A. with Fixed thermal & 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 same company of MCB to be used) Five Thousand Eighty Six Rupees

suitable for Three phase incoming and single phase horizontal type outgoing and Forty Four Paise

Per phase isolation type (PPI) single door 4 way Prewired Lighting Distribution

Board Suitable to house :

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

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

Quantities Estimated Rates

Item Total amount according

Item Total amount according

Estimated but may Item of Work In Figure Unit

No. In Words to estimated Quantities

be more or less Rs. Ps.

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 be laid on wall surface

35 100.00 135.00 One Hundred Thirty Five Rupees Rmt

with necessary clamps / in existing cable 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

36 6.00 & rubber ring conforming to IS, suitable for 3, 3½ & 4 core cables of following 107.00 One Hundred Seven Rupees Nos

type & sizes: Double Compression Brass Cable Glands 4 C x 4 Sq.mm CU XLPE

Armoured (For LDB, Instruments and Other.)

Providing & fitting crimping type Cable Terminals (Lugs) conforming to IS of

37 24.00 8.00 Eight Rupees Nos

following types and sizes Aluminium Reducer Terminals (in Sq.mm.) 4 C x

Sq.mm CU XLPE Armoured (For LDB, Instruments and Other.)

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 to be erected

Seventy Six Rupees and Twenty

38 100.00 concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS 76.27 Rmt

PVC insulated stranded wire of green colour for earth continuity of following

size with medium class Rigid PVC pipe and accessories. Main wiring with

Supply,Installation,Testing and Commissioning of Main wiring with 3 wire 2.5 Ninety Four Rupees and Ninety

sq. mm as per tender specification / IS Two Paise

INTERNAL POINT WIRING:-

Point wiring for Light / Bell with 2-1.5 sq.mm & 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 with 6A

Modular type switch / bell push & accessories and earth continuity of following Four Hundred Fourteen Rupees

type, erected on PVC / Metallic/Wooden box, single mounting base frame and Forty One Paise

covered with 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 / Metallic/Wooden box covered with Four Hundred Thirty Nine Rupees

appropriate front plate modules erected on / in wall / ceiling as per pipe and Eighty Three Paise

erected with following type of 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 surface of wall/ ceiling

Six Hundred Sixty One Rupees and

42 2.00 complete with Modular type switch & 5 pin Plug erected on PVC/ Metallic box 661.86 Nos

Eighty Six Paise

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 0.2 Watt to

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

Seven Hundred Fifty Rupees and

43 2.00 company mark/name 120 to 300 V,Power Factor more than 0.9, THD < 10 %, 750.85 Nos

Eighty Five Paise

CCT 3000 K to 6500K, Luminaire efficacy> 85 lumens/watt ,LED efficiency-110

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, Cat-III

Providing and erecting Approved make Ceiling fan with double ball bearing

ISI mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep complete, canopy One Thousand Five Hundred

erected on existing hook or clamp with earthing. [Make shall be approved by Eighty Rupees and Fifty One Paise

Engineer in charge]

EXTERNAL LIGHTING:

Supplying and erecting LED street light / Flood light fittings with High power

White LEDs wattage of 3 Watt and above assembled on single MCPCB,

efficiency more than 130 lm/w and corrosion free High pressure die cast

aluminum housing with smooth finish powder coated and heat sink extruded

aluminium with diffuser and Polycarbonate optics/ lenses, with toughened glass

with company mark/name engraved or embossed 160 to 270 V,Power Factor Six Thousand Twenty Seven

more than 0.95, THD < 10 %, CCT 3000 K to 5700K,Uniformity ratio >0.45, Rupees and Twelve Paise

Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %.( fittings

required LM 79 & LM-80 certificates) (NOTE: Below description have shown

ranges of Wattage capacity of LED fittings.The Engineer incharge may select

any wattage capacity between the ranges shown.) Flood Light (IP-65), Surge

protection -4KV integral and ,Light must have 440VAC line supply with over-

voltage protection. Above 60 to 90 watts - Cat. - III

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

Three Hundred Thirty Eight

46 1.00 cms x 20 cms x 3 mm thick M.S. base plate, erected on wall or corner for 338.98 Nos

Rupees and Ninety Eight Paise

mounting luminaire with necessary hardware materials duly painted. For wall

mounting indoor & Outdoor Flood light Fixtures on wall of Buiding.

Providing and fixing steel grill over canal syphon well as directed etc. Sixty Seven Rupees and Ninety

complete as per drawing. Paise

48 Civil Cost of Sanitary of Camp Site Building

49 Civil Cost of Furniture of Camp Site Building