Renovation of Drainage Duct Portion at Block No.2 & 7 at Sardar Bhavan, Gandhinagar.

MEMORANDUM SHOWING THE ITEMS OF WORKS TO BE CARRIED OUT

QUANTITI ESTIMATED RATES UNIT TOTAL AMOUNT

QUANTITI ESTIMATED RATES UNIT TOTAL AMOUNT

ES ITEMS OF WORK IN FIGURE ACCORDING TO

NO. IN WORDS Unit

ESTIMATE Rs. Ps. ESTIMATED

Item No.1 Dismentling C.I. pipes G.S.W.pipes abd A.C. rain water Rupees Seventy Eight and Fifty

1 140.00 pipes with fittings and clamps including stacking them materials 78.50 Paisas Only RMT Rs.

with all lead and lift ( for any dia, of pipe)

Item No.2 Removing and scraping of old deteriorated plaster of any Rupees Twenty and Fifty Five

thickness from wall / R.C.C member including stacking of Paisas Only

serviceable material and disposal of unserviceable from site of work

with all lead and lift

Item No.3 Excavation for foundation upto 1.5 m depth including Rupees One Hundred Fifty

sorting out and stacking of useful materials and disposing off the Seven and Fifteen Paisas Only

excavated stuff upto 50 Meter lead.(B) Dense or Hard soil

Item No.4 Providing 20mm thick water proof cement plaster using Rupees Seven Hundred Twenty

water proofing powder 1kg/1 bag of cement for all floors on brick / Four and Seventy Six Paisas

concrete wall using Chicken mess Jali at all joints, work using water Only

proofing materials in C:M 1:3 ( 1 Cement : 3 Coarse Sand ) including

finishing with a floating coat of neat cement slurry etc. complete.

Item No.5 Providing and fixing window having extruded aluminum Rupees Three Thousand Three

Colour anodized section frame main outer size 63.50 x 38.10 x 1.95 Hundred Nineteen and Ninety

mm,@ Wt 1.094 Kg / Rmt, horizontal two track member size 61.85 Five Paisas Only

mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical member of

size 61.85 mm x 31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with

sliding shutters of horizontal member size 40mm x 18mm x 1.29mm

5 111.00 @ wt.of 0.456Kg/mt, vertical member of size 40mm x 18mm x 3319.95 smt Rs.

1.29mm @ wt.of 0.456Kg/mt, @ Wt. 0.457 Kg/mt with 5 mm thick

transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass

fixing to frame as per details etc complete for window.

Item No.6 Finishing wall with weather proof exterior emulsion paint Rupees Three Hundred Fifty

of smart care damp proof of asian paint or equivelent on wall surface Nine and Forty One Paisas Only

(two coats) to give an required shape even shade after thoroughly

brushing the surface to remove all dirt, and remains of loose

powdered materials.etc.eq-Apex Ultima

Item No.7 Steel work, welded in built up sections framed work Rupees Eight Thousand Eight

including cutting, hoisting, fixing in position and applying a priming Hundred Thirty Seven and Fifty

coat of read lead paint. (A)In beams and joists, channels angles Tees, Paisas Only

flats, with connecting plates or angle cleats as in main and cross el

beams. Hip and jack rafters, purlins conneted to common rafters and

Item No.8 Providing and fixing C.I. Manhole cover 0.60 M. x 0.45M Rupees Nine Hundred Fifty

8 6.00 958.16 Eight and Sixteen Paisas Only each Rs.

size having weight not less than 35Kg.

Item No.9 Providing laying and jointing in true line and level 50mm Rupees One Hundred Ninety

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as Five and Sixty Six Paisas Only

approved by Engineer In Charge. Pipe shall be fixed on the wall with

9 450.00 the help of clamp at every two metre C/C or shall be concealed as 195.66 RMT Rs.

directed including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent, including cost

of all materials.

Item No.10 Providing laying and jointing in true line and level 40mm Rupees One Hundred Forty

dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as Eight and Eleven Paisas Only

approved by Engineer In Charge. Pipe shall be fixed on the wall with

10 210.00 the help of clamp at every two metre C/C or shall be concealed as 148.11 RMT Rs.

directed including necessary fittings etc. including testing of pipe

and joints and fixing the same with adhesive solvent, including cost

of all materials.

Item No.11 Providing and fixing to wall ceiling and floor 10.0 Kg. Rupees Two Hundred Eighty

F/Cm2 working pressure poluthene pipes of the following outside and Twenty Three Paisas Only

11 540.00 Dia. Low densidy, complete with special falnge compression type 280.23 RMT Rs.

fittings, wall clipsetc. including making good the wall ceiling and

Item No.12 Providing and fixing to wall ceiling and floor 10.0 Kg. Rupees Three Hundred Thirty

F/Cm2 working pressure poluthene pipes of the following outside Nine and Four Paisas Only

12 1,110.00 Dia. Low densidy, complete with special falnge compression type 339.04 RMT Rs.

fittings, wall clipsetc. including making good the wall ceiling and

floor.(G)110 mm

Item No.13 Providing, laying and jointing in true line and level 160 Rupees Eight Hundred Thirty

diametre U.P.V.C (Type B) conforming to IS 13592-1992 with one end Four and Thirty Eight Paisas

plain and other end socketed with rubber ring, & fittings conforming Only

to ISI 14735-1999 of approved make for drainage system pipe line,

pipe shall be jointed with each other with rubber lubricant, pipe shall

be fixed on wall using of PVC clamp of the size 160 mm diametre x

210 mm length x 196 mm heigh at every 2000 mm center to center

or shall be concealed in walls as directed including necessary fittings

such as bends, shoes etc. including testing of pipes and joints and

jointed with adhesive solvent cement including cost of all materials.

Item No.14 Painting two coats (excluding priming coat) on new steel Rupees Sixty Eight and Fifty Six

and other metal surface with synthetic enamel paint, brushing to Paisas Only

give an even shade including cleaning the surface of all dirt, dust

and other foreign matter.

Item No.15 Providing and casting in situ cement concrete M-200 for Rupees Seven Thousand Three

R.C.C. work in superstructure including centering, ramming vibrating and Sixty One Paisas Only

15 10.00 curing and finishing complete.(A) T-Beam and Deck slab type of 7003.61 CMT Rs.

superstructure (II) Main and cross Girder

Item No.16 Providing and laying cement concrete flooring 1:2:4 (1- Rupees Three Hundred Fifteen

cement : 2-coarse sand : 4-graded stone aggregate 20mm nominal and Sixty Eight Paisas Only

size) laid in one layer and finished with a floating coat of neat

cement. (A) 40mm thick.

Item No.17 Providing and laying polished Kota stone slab flooring Rupees One Thousand

over 20mm (Average) thick base of cement mortar 1:6 (1-cement : 6- Nineteen and Thirty Nine Paisas

coarse sand) or L.M. 1.1.5 (1-Lime putty :1.5 - coarse sand) laid over Only

and jointed with grey cement slurry mixed with pigment to match

the shade of slab including rubbing and polishing etc. complete. (A)

Item No.18 Providing and fixing brass handle valve of standard 3019.9 Rupees Three Thousand

18 18.00 company like Zoloto or equivelent and as per directed by engineer in Nineteen and Ninety Paisas Only Each Rs.

charge.(50mm Dia.)

Item No.19 Providing and fixing brass handle valve of standard Rupees Two Thousand Two

19 6.00 company like Zoloto or equivelent and as per directed by engineer in 2264.92 Hundred Sixty Four and Ninety Each Rs.

charge.(40 mm Dia.) Two Paisas Only

Item No.20 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1- Rupees Nineteen Thousand

cement :2-coarse sand : 4-graded stone aggregate 20mmnominal size) Three Hundred Forty Nine and

foundation concrete 1:3:6 mix (1-cement : 3-coarse sand :6-Brick Sixty Three Paisas Only

bats 40 + 50mm size) inside plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat of

neat cement and making channels in cement concrete 1:2:4 mix (1-

Cement :2- Coarse sand :4-stone aggregate 20mm nominal size)

finished smooth complete including curing and festing (i) Inside size

20 2.00 900mm x 1200mm and 1.5M. deep including C.I. cover with frame 19349.63 Each Rs.

size 560mm diameter total weight of cover and frame to be not less

than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With

230mm thick walls of brick msonry using brick having crushing

strength not less than 35Kg. /Sq.cm. in Cement Mortar 1:5 (1-

Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for 150mm

diameter sewer.

Item No.21 Providing and Laying of Light Weight AAC Block filling Rupees Five Thousand Eight

in sunk Area with necessary equipment and as per directed by Hundred Seven and Fifty Paisas

21 4.00 5807.50 Only Cum Rs.

Engineer in charge. Make as per tender or equivalent.

Item No.22 Wet Area Waterproofing : 1.Surface Preparation include Rupees One Thousand Thirty

Remove all loose material, grease, oil, dust etc. from the surface, All and Forty Nine Paisas Only

Vertical pipe penetrations must be firmly grouted. Spilled concrete or

other material should be cut back to sound concrete and made good

with suitable cementitious repair mortar . Crack should be filled with

Epoxy material(MYk ARMENT Epoxy).2 : 1 Coat Cementitious

Waterproofing System (Primer + 1 Coats) (Zycosil Plush & Prime).2.

Apply 2 Coat of Elastobar Material on the Surface.(Zycosil Elastobar)

A first primer coat of waterproofing chemical Zycosil(or Equivalent),mix

22 185.00 the primer & Zycosil Plush material mixed with water, & Aplly on the 1030.49 SMT Rs.

Surface with help of Spray Pump. 4. After the primer coat dries, a

second coat with the ratio of 1:1.5 (Zycosil Elastobar : Cement) is

applied at an average consumption of waterproofing material at

lit/Sqft & work also include borewell packing as per directed by

Engineer In Charge or as per recommendation of company. Make as per

tender or equivalent

Item No.23 Providing and laying cement concrete 1:4:8 (1- Cement : Rupees Two Thousand Seven

4- coarse sand : 8- hand broken stone aggregates 40 mm nominal Hundred Fifty Nine and Thirty

23 29.00 2759.34 Four Paisas Only CMT Rs.

size) and curing complete excluding cost of formwork in (A)

Foundation and Plinth

Item No.24 Polymer Modified Mortar: Providing and supplying and Rupees Four Thousand Eight

applying Polymer modified Mortar as per the design and grade Hundred Seventy Eight and

suggest by the structural consultant for concreting of beam, column, Thirty Paisas Only

slab, pardi, slab soffit, chhajja, balcony etc. with all necessary

support system like scaffolding , props, and other accessories for

Item No.25 providing and fixing Chicken wire mesh with all Rupees Two Hundred Fifty Two

25 190.00 necessary scaffolding complete. 252.27 and Twenty Seven Paisas Only SMT Rs.

Rupees Forty Three Lacs One Thousand One Hundred Forty Four and Fifty Four Paisas Only

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

written in figures and words) of the estimated rates mentioned above. The Amount of my/our tender work as under.

* Estimated Amount * Estimated Amount

₹ 43,01,144.54 Put to tender ₹

1 All the works shall be carried out as per Public Works Department Hand Book and other Specification of the Division or as directed.

2 All the column in the Schedule-B filled in INK and the total of the entries in the last column should be struck by the contractor under his signature.

3 Rates quoted include clearance of site ( Prior commencement of work and its close) in all respects and hold good for work under all condition,site,moisture/

4 The above quoted rates are for continuous services on 24×7 basis for the full calender month and year and inclusive of all taxes applicable.

5 The above amount derived by adopting prevailing minimum wages rate including prevailing provisions of EPF, ESIC & Bonus as per rule, GST will be paid extra

on bill amount as per prevailing GST rates as applicable at tha time of payment of bills.

6 Bidders has to put their bid considering above all this provisions and requirements of paying the wages to the persons enraged as per charges applicable the

contract period. Minimum labour wages considered for the tender are as per labour commissioner Gandhinagar letter Dt.29/03/2025 . Bidders has to pay as per

minimum labour wages to be declared in future by labour department during the contract period and further increment or decrease in the tendered rate will be

paid or deducted to bidder for future increments or decrease in minimum wages as calculated in item.

7 Bidders shall have to provide the required documents and evidence of payment made to the men enraged on the work including certified copies of EPFO & ESIC

challans while claiming each R.A. Bill.

8 I/We hereby declare that, I/We have carefully studied conditions of contract, Specifications & other than tender documents of this work and agree to execute

that same accordingly.

9 Agency shall have to upload the Scan Copy of Security Deposit of 12 Months as per Below amount quoted for Material part, Otherwise the tender of the agency

will not be opened.

10 If Agency fail to provide material as per tender, the above security deposit will be forfeited by department and punishable action shall be taken as per tender

11 The payments must be paid in the workers bank account directly. Payment of all workers must be done before 10th day of successive month. If fails, to do

same, penalty of Rs.1000/- per day.

Bidder has to quote the "service charge" From 3.85 % to 10 % on Sch B amount for qualifing Tender Approval process i.e Bidding procedure for this

manpower work. The rate quoted shall be responsive and the same shoud be inclusive of all statutory obligation such as Minimum wages, ESI, EPF

contributions, Bonus Wages for leave reserve as well as salary slip, Maintenance of record, Stationary etc., service charge all kind of taxes, the offers of those

prospective bidders which do not meet the statutory requirement are liable to be rejected.

Sign of Contractor Deputy Executive Engineer Executive Engineer

Capital Project Sub Division No. 4 Capital Project Division No.2

Gandhinagar Gandhinagar