CONSTRUCTING CHECKDAM ACROSS VASAVO KOTAR NEAR ITWADA AREA SURVEY NO. 38 and 40 AT VILLAGE PAVIJETPUR TALUKA: PAVIJETPUR DISTRICT: CHHOTAUDEPUR

: : SCHEDULE - B : :

Name of Work :- CONSTRUCTING CHECKDAM ACROSS VASAVO KOTAR NEAR ITWADA AREA SURVEY NO. 38 &

AT VILLAGE PAVIJETPUR TALUKA: PAVIJETPUR DISTRICT: CHHOTAUDEPUR

MEMORANDUM SHOWINGTHE DETAILS OF ITEM OF WORKS TO BE CARRIED OUT

Item Estimated Qty may Estimated Rates in Rs. AMOUNT

Item of works Unit

be more or less

No. In figure In words Rs - P

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

murrum etc. in dry Rupees One

1 2265.00 condition including depositing the excavated stuff in uniform 102.40 Hundred Two and Cmt

layers in banks or as and where directed etc. complete for lead up to 500.m and all lift. (BY Fourty Paisa Only

MACHINERY) Excluding Dewatering

Providing & Laying in position with Batch Mix Plant & Transit Mixer "DESIGN MIX" cement

concrete using cement sand and crushed aggregate for C.C./ R.C.C work including necessary Rupees Five

formwork, centering, scaffolding, compaction by vibrator, curing as directed with all lead & lift Thousand Twenty

etc complete without dewatering and excluding the cost of steel reinforcement. (B) For Pier and

Two and Zero Paisa

Abutments / Wing wall / Head wall / Return wall / Dowel wall etc.Concrete grade M-15 and MSA- Only

Providing & placing in position reinforcement bars including cutting, bending, welding joints

where necessary hooking etc. complete as per drawing for all lead and lift.( B ) TMT/CRS

Rupees Eighty two

3 7.50 (FE500D) 82019.00 Thousand Nineteen M.T.

and Zero Paisa Only

Providing and laying dry rubble pitching of various thickness to required grade including

trimming of earthwork, hand packing the interstices with spauls, filling earth in interstices

4 55.00 pannelling complete for all leads and lifts.(a) 300 mm thick. 455.50 Hundred Fifty Five Sqmt

and Fifty Paisa Only

Back filling with the selected earth from outside borrowpits including spreading in uniform layers Rupees Four

of specified thickness, dressing, breaking clods, removing roots, watering at optimum moisture Hundred Sixty

5 105.00 content, rolling with suitable type of roller for all lifts and leads upto 1 km etc. complete. ( By 467.10 Cmt

Seven and Ten Paisa

Providing and laying in position 110 mm dia (6 kgf/sq cm) P.V.C. Pipe for weep holes with non

corroding jali in abutments, wing walls, retaining walls etc. complete.

6 35.00 262.50 Hundred Sixty Two Rmt

and Fifty Paisa Only

Providing and laying graded filter of specified materials in uniform layer as per design including

watering etc. complete.

hundred Forty Three

and Sixty Paisa Only

Providing and laying sand filter layer of specified gradation in uniform layers of specified Rupees Eight

thickness in horizontal, including inclined and in canal banks as per drawing including watering Hundred Fifty Three

8 60.00 upto saturation and compaction as directed. 853.90 Cmt

and Ninety Paisa

Providing and fixing in position PVC heavy duty waterstops in barrels, troughs and wing walls

with 25 mm wide expansion joint as shown in drawing including filling the joints with asphalt pad

Rupees Six Hundred

9 7.00 or bitumen or cork board of approved quality ( asphalt pad or bitumen cord board will be paid 634.50 Thirty Four and Fifty Rmt

separetally)( b ) 300 mm wide PVC waterstop. Paisa Only

Item Estimated Qty may Estimated Rates in Rs. AMOUNT

Item of works Unit

be more or less

No. In figure In words Rs - P

Providing and fixing marble plate of 2.54 cm thick including engraving and filling led for letters

10 2025.00 108.40 Hundred Eight and /100 Sqcm

Fourty Paisa Only

Providing and laying dry rubble pitching of various thickness to required grade including Rupees One

trimming of earthwork, hand packing the interstices with spauls, filling earth in interstices Thousand Eight

11 720.00 pannelling complete for all leads and lifts.(g) 1200 mm thick.( for launching apron ) (As per 1829.30 Hundred twenty Cum

Approved R.A) nine and thirty

Dewatering the foundation trenches during excavation, laying foundation concrete, masonary etc.

till completion and diversion of surface and sub surface water etc. complete as directed.

Rupees Fifty Two

and Fifty Paisa Only

Constructing RCC diaphragm wall 60 cmthick special tools equipments and method of execution

13 with concrete of M-20 class consisting of following items and components of work with all leads

and lifts etc. complete.

(A) 30 cm tkick precast RCC 1:3:6 pre trench for providing platform including curing etc.

complete. (As per Approved R.A)

hundred Eleven and

Twenty Paisa Only

(B) Boring of the diaphragm wall of 60 cm thick through overburden including all sorts of soils, Rupees Six

hard murrum, soft rock upto required depth with all lifts. (As per Approved R.A) Thousand Two

130.00 6223.60 hundred Twenty Sqmt

Three and Sixty

( C) Providing and placing in position 60 cm thick concrete of grade M-20 for the diaphragm wall

with the use of tramie up to required level including all lifts.(MSA-20) (As per Approved R.A) Rupees Three

Thousand thirty

Seven and Eighty

Item Estimated Qty may Estimated Rates in Rs. AMOUNT

Item of works Unit

be more or less

No. In figure In words Rs - P

(D)Providing & Placing in position reinforcement cage in diaphragm wall includrng cutting, Rupees One Lacs

bending, being, fixing, placeing in position etc comp. below river bed with all lifts. (As per Ten Thousand Fifty

5.10 Approved R.A) 110058.00 M.T.

Eight and Zero paisa

Rupees Ninety Nine Lacs Seventy Two Thousand Seven Hundred Thirty Six and Fourty paisa Only

I/We __________________________ am/are willing to carry out the work at _______________% above/below at Par

(should be written in figure &wards) the tendered amount mentioned above. Amount of my/our tender works out as under

Estimated amount.

Estimated Amount

Put to Tender Rs. __________________ Put to Tender Rs. _______________

Add % above Rs. __________________ Deduction % below Rs. _______________

NOTE 1: All the Item rates are excluding GST.

NOTE 2: GST will be applicable as per Government Rules.

Executive Engineer

Irrigation Project Division No.2

Signature of the contractor Bodeli