Construction of Ghansar Checkdam acrossTributary of Surya River near village Ghansar, Taluka:- Halol, District:- Panchmahal

Name of work :- Construction of Ghansar Checkdam across Tributary of Surya River near village Ghansar, Taluka:- Halol, District:- Panchmahal

Item No. Quantities estimated Item of Work Estimated Rate Unit Total Amount

Item No. Quantities estimated Item of Work Estimated Rate Unit Total Amount

but may be more or In Figure in In Words according to

less Rs. estimated

1 1.00 Care and diversion of river including required dewatering during construction of weir and allied Rupees One Lakh(s)

works as prescribed and directed etc. complete. Only

2 1349.00 Excavation for foundation in all sorts of soil including yellow sandy gravelly soils ,soft & hard murrum

Rupees One Hundred

etc. in dry condition including depositing the excavated stuff in uniform layers in banks or as and where

107.80 Seven And Paise Eighty cum

directed etc. complete for lead upto 500 m and all lift. (BY MACHINERY) b) Including dewatering.

3 472.00 Providing & Laying in position "DESIGN MIX" cement concrete using cement sand and crushed

aggregate for C.C./ R.C.C work by "FLORI" including necessary formwork, centering, scaffolding, Rupees Four Thousand

compaction by vibrator, curing as directed with all lead & lift etc complete without dewatering and 4344.00 Three Hundred Forty cum

excluding the cost of steel reinforcement. Four Only

(h) Concrete grade M-15 and MSA-40 mm

4 5.000 Providing & Placing in position reinforcement bars including cutting, bending, welding joints where

Rupees Eighty Two

necessary, hooking etc. complete as per drawing for all lead and lifts. 82019.00 MT

Thousand Nineteen Only

TMT/CRS (Fe 500D)

5 254.00 Back filling the foundation trenches around the structures etc with selected excavated stuff including Rupees Thirty Six And

watering, ramming, compacting etc. complete. (By Machinery) Paise Ninety Only

6 360.00 providing and laying dry rubble for apron having minimum dimension of 300 mm and weight not less Rupees One Thousand

than 40 kg including packing filling interstice with quarry sparry etc.complete 1439.00 Four Hundred Thirty Nine cum

7 141.00 Providing and supplying mechnically double twisted highly galvanized with (PVC) Polyvinyl Chloride

coating gabions made of mesh size 10 x 12 cm woven wire (3.00mm dia), tying with lacing wire of dia

2.2mm, as per ASTM A975-97, size of gabion, including providing and laying stones in the gabions and Rupees One Thousand

arranging them in a required manner in the section or such other structure with arranging in required 1126.00 One Hundred Twenty Six No

layer thickness and arranging gabions , with the crane if required (if required as per drawings or as Only

directed ) with all material , labour , tools, lead and lift etc. comp. (A) 1mx1m x0.30 m Size (Stone

Weight 10 to 40kg)

8 93.00 Providing and laying graded filter of specified materials in uniform layer as per design incl. Watering Rupees One Thousand

etc.complete as directed . Nine Hundred Forty

Three And Paise Sixty

9 21.00 Providing and laying in position 110 mm dia (6 kgf/sqcm) P.V.C. Pipe for weep holes with non corroding Rupees Two Hundred

jali in abutments, wing walls, retaining walls etc. complete. 262.50 Sixty Two And Paise Fifty Rmt

10 360.00 Providing and supplying mechnically double twisted highly galvanized with (PVC) Polyvinyl Chloride

coating gabions made of mesh size 10 x 12 cm woven wire (3.00mm dia), tying with lacing wire of dia

2.2mm, as per ASTM A975-97, size of gabion, including providing and laying stones in the gabions and Rupees Three Thousand

arranging them in a required manner in the section or such other structure with arranging in required 3417.00 Four Hundred Seventeen No

layer thickness and arranging gabions , with the crane if required (if required as per drawings or as Only

directed ) with all material , labour , tools, lead and lift etc. comp. (A) 1mx1m x1 m Size (Stone Weight

11 150.00 Providing and laying Non Woven Geo Fabric Filter (weight more than 235 gm/Sq.m) over the excavated

Rupees Eighty Six And

surface as per specification including stitching with overlap to design profile as directed in tidal range 86.40 Sq.m

Paise Forty Only

Item No. Quantities estimated Item of Work Estimated Rate Unit Total Amount

Item No. Quantities estimated Item of Work Estimated Rate Unit Total Amount

but may be more or In Figure in In Words according to

less Rs. estimated

12 36.00 Providing and fixing marble plate of 2.54 cm thick including engraving and filling led for letters as Rupees One Hundred

directed. 108.40 Eight And Paise Forty Sq.c

13 540.00 Quarrying suitable materials from approved borrow areas transporting the same and spreading the

Rupees One Hundred

same material and respective zone in uniform layers of specified thickness, dressing ,breaking clods,

142.10 Forty Two And Paise Ten cum

removing oversize material, roots etc. (Without Compaction) with lead up to 1 km and all lifts) Casing

zone/ S.P. zone

14 540.00 Compaction of earthwork in embankment in uniform layers at optimum moisture content to required dry

Rupees Forty Three And

density including watering, rolling with suitable type of roller of specified capacity etc. complete. 43.20 cum

Paise Twenty Only

15 111.00 providing and laying rubble soling layer below the section of wall for Soil improvement with rubbles Rupees One Thousand

including compaction and packing filling interstice with quarry sparry etc.complete 1439.00 Four Hundred Thirty Nine cum

Rupees Fifty Lakh Thirty Five Thousand One Hundred Four And Paise Fifty Only

I am/we are willing to carry out the work at % below/above percent (Should be written in figures and words) of the estimated rates mentioned above. Amount of My/Our tender works out as

Estimated Amount Put to Tender RS. 5035104.5 Estimated Amount Put to Tender RS.

Deduct ______% Below RS. _________________ Deduct ______% Below RS. _________

Net RS. Net RS.

(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

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: MIS102010/17/K-1 Dt.30/07/2018 as stated in S.O.R. therefore in R.C.C. items where

(4) there is a change as per actual mix design 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.

The rates to be quoted by the contractor must be inclusive of all duties, taxes, and other levies except GST payable by the contractor under the contract. The labour cess will be deducted as per

prevailing rules i.e.1% of the work done

Deputy Executive Engineer Executive Engineer

Irrigation Project Sub Division No.23 Vadodara Irrigation Division

Waghodiya Vadodara