Construction of Vitoj Checkdam across Karad River near Village Vitoj Taluka: Savli, District: Vadodara

Name of work :- Construction of Vitoj Checkdam across Karad River near village Vitoj, Taluka:-Savli, District:- Vadodara

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 Two Lakh(s)

works as prescribed and directed etc. complete. Only

2 4758.00 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 Seven And Paise Eighty

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

3 496.00 Excavation for foundation in Soft Rock including depositing the excavated stuff as and where directed Rupees Two Hundred

etc. complete for lead upto 500 m and all lift. (Machinery) b) Including dewatering. 249.20 Forty Nine And Paise cum

4 2309.00 Providing & Laying in position "DESIGN MIX" cement concrete using cement sand and crushed Rupees Four Thousand

aggregate for C.C./ R.C.C work by "FLORI" including necessary formwork, centering, scaffolding, Three Hundred Forty

compaction by vibrator, curing as directed with all lead & lift etc complete without dewatering and 4344.00 Four Only cum

excluding the cost of steel reinforcement.

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

5 32.810 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 Thousand Nineteen Only MT

TMT/CRS (Fe 500D)

6 646.00 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

7 753.00 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 Thirty Eight Only

8 465.00 Providing and supplying mechnically double twisted highly galvanized with (PVC) Polyvinyl Chloride Rupees One Thousand

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

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

arranging them in a required manner in the section or such other structure with arranging in required 1126.00 No

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

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

Weight 10 to 40kg)

9 183.00 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

10 86.00 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

11 61.00 Providing and fixing in position P.V.C. heavy duty water stops in barrels, troughs and wing walls with 25 Rupees Two Hundred

mm wide expansion joint as shown in drawing including filling the joints with asphalt pad or bitumen cork Sixty Two And Paise Fifty

board of approved quality. (Asphalt pad or bitumen cork board will be paid seperatly) Only

12 48.00 Providing and fixing in position pre-moulded asphalt or bitumen cork board of approved quality and Rupees Two Hundred

specifications as per design and drawing. 1508.90 Sixty Two And Paise Fifty Sq.m

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

13 720.00 Providing and supplying mechnically double twisted highly galvanized with (PVC) Polyvinyl Chloride Rupees Three Thousand

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

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

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

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

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

14 300.00 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 Paise Forty Only Sq.m

15 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

16 1.00 Dewatering the foundation trenches during concrete work, till completion and diversion of surface and Rupees Two Lakh(s) Fifty

sub surface water etc. by using pumps of suitable capacity either by diesel or electrical driven including 252000.00 Two Thousand Only

cost of labour, pipelines etc. complete as directed for beyond 50 meters.

Rupees One Crore Eighty One Lakh(s) Eighteen Thousand Three Hundred Forty Four And Paise Twenty Nine 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. 18118344.29 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.21 Vadodara Irrigation Division

Vadodara Vadodara