Rehabilitation of Badsikri Minor with CC lining from RD 0 to 11500 off-taking from RD 94200-L of Shudkan Disty. (CM Announcement Code No. 24888 dated 19.02.2019)

Amount

Excavating, Supplying and filling derived HSR item No. 4.33

Earthwork compection by laying the earth in 20 cm layer and including watering etc. Derived

Earth work for "Lip-cuting' for lining of Irrigation channels, inclusive of all allowances, lead and dressing by mechanical/mannual means 0 to 1.5 m depth (HSR item No. 14.24.1) @ 81.00/Cum

Earth work in excavation by mechanical means (Hydraulic excavator )/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. all kind of soil (HSR item no. 4.12.1)

Earth work in excavation by mechanical means (Hydraulic excavator )/manual means in foundation treanches or drain (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. HSR item No. 4.14.1

Lining with design mix concrete of grade M-15 with minimum cement content 240 kg/ cum, 75 mm thick in curve portion and side slope manually rendering with 10 mm thick cement plaster of cement motor 1:5 from work, dressing and preparation of sub grade as per directions of Engineer-in-charge 75mm thickness in bed (HSR item No. 14.10.1.1) Derived.

Lining with design mix concrete of grade M-15 with minimum cement content 240 kg/ cum, 75 mm thick in curve portion and side slope manually including rendering with 10 mm thick cement plaster of cement motor 1:5 from work, dressing and preparation of sub grade as per directions of Engineer-in-charge 75mm thickness in side (HSR item No. 14.10.1.2) Derived

Dismentling brick work, tile masonary or the lining in cement. (HSR item No.8.5 (b))

Plain/Rainforced cement concerete in Sub structure RCC grade M-15 (with cement morter) (HSR item No. 27.5)

Laying polythene sheet of 150 micron thick over sleepers (HSR item NS)

Supply of 150 micron thisk polythene sheet

filling of expension joints with hot pour impervious material 12 mm vide (HSR item No. 14.18)

Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967, fixed in position including finishing and lettering but excluding painting. (HSR item No. 34.28)

Reinforced cement concrete M-25 grade KM stone of standard design as per IRC 8-1980, fixing in position including painting and printing etc complete as per techincal clause 804 of MORTH Specification (ordinery KM stone) (HSR item No. 34.27.2)

Centering and Shuttering including strutting , propping etc. and removal of form for foundation, footings, bases of columes etc for sqm mass concrete. HSR item No. 6.29.1

RCC grade M25 with Batching plant transit mixer and concrete pump. (HSR item No. 27.10.01.2)

Steel reinforcement for R.C.C. work were not included in the complete rate of RCC including structuring, cutting,banding placing in position, binding wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc complete in all respect below plinth level Note:- Reinforement shall be measured in length including hooks, if any separatly for differnt diameters as actually useding work execluding overlaps wastage overlaps, couplings, welded joints, spacer bars, chairs, stays, Hangers & annealed steel work of other methods of binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. HSR Item No.6.33.6

Providing and applying 02 coats of water based cement points to unplastered concrete surface. (HSR item No. 27.49)

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes 110 mm dia pipe. HSR item No 9.57.2

Cautionary sign board 900x900x900 mm traingular as per IRC 67-2012 with retro reflective sheeting as per ASTMD 495609 and as per IRC 67 2012 fixed over 4 mm thick aluminum composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and ficing the same with suilable size aluminium alloy rivets @ 200 mm C/C to back support frame of 25x25x3 mm angle iron supported on a square hollow steel section post 60x60x3.2 mm conforming to IS 4923 without cost of definition plate firmaly fixed to ground infoundation concrete M-25 of size 0.45x0.45x0.75 m for vertical post complete as per clause 801 of MORT & H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test report including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 using retro reflective sheeting class C as per IRC 67-2012 (HSR item No.34.1.1)

Mandatory sign board 900 mm circular as per IRC 67-2012 with retro reflective sheeting as per ASTMD 4956 09 and as per IRC 67-2012 fixed over 4 mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm CC to back support fram of 25x25x3 mm angle iron supported on a square hollow steel section post 60x60x3.2 mm conforming to IS 4923 without cost of defintion plate firmly fixed to ground infoundation concrete M-25 of size 0.45x0.45x0.75 m for vertical post complete as per clause 801 of MORT&H specifications Supplier shall provide a warrenty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test report from an indipendant test laboratory including three year outdoor wearthering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012. Using retro reflecitve sheeting Class C as per IRC 67-2012. (HSR item No. 34.6.1)

Informatory sign board 900x600 rectangular as per IRC 67-2012 with retro reflective sheeting as per ASTMD 4956 09 and as per IRC 67-2012 fixed over 4 mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm CC to back support frame of 25x25x3 mm angle iron supported on a square hollow steel section post 60x60x3.2 mm conforming to IS 4923 without cost of defintion plate firmly fixed to ground infoundation concrete M-25 of size 0.45x0.45x0.75 m for vertical post complete as per clause 801 of MORT&H specifications Supplier shall provide a warrenty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test report from an indipendant test laboratory including three year outdoor wearthering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012. Using retro reflecitve sheeting Class C as per IRC 67-2012. (HSR item No. 34.11.1)

Providing and fixing of flexible medium markers as per IRC 79.2019 which shall be made of combination of tough, high impact resistant molded thermo plasicbody along with floroceent yellow colour retro-reflective class C sheeting with minimum exposed reflective area 285 Sqm m and with rebound property. The reflective sheeting should confirm to Class C yellow sheeting as per IRC 67-2012. The flexible mediam marker shall have overall height of minimum 180 mm, width of minimum 120 mm, body thickness of minimum 2.0 mm and shank depth of minimum 30 mm. THe retro reflective sheeting shall be on both sides of the flexible median marker and shall be edge protected with no exposed edges which will prevent edge lifitng vandalism, sheeting damage etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacture shall be embossed on either side of the body. THe product design has to with stand all natural impacts and should not get damaged if any pedestrain stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without beakage or damage. The Flexible Median marker shall be tested from Government Lab for rebound abilityand lensire test as per IRC 79.2019. (HSR item No. 34.35)

Dismantling plain CC 1:2:4 old HSR item No. 8.6 (d)

Gamular Sub base with close graded material (Table- 400-1) plant mix method construction of granular sub base by providing material as per grading III (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per techincal clause 401 of MORT&H specifications Grading I Material. (HSR item No. 17.14.1)

Providing lowering, cutting jointing and testing RCC pipe class NP-3 900 mm dia RCC pipes (HSR item No. 21.95.8)

Removing hume pipes NP-2/NP3 above 600 mm to 900 mm dia. Old HSR item No. 8.35 (b)

Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirnment laid down in clause 2504 2 2 2200 of MORT&H specification to a thickness of not less than 600 mm with simaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a form condition completeas per drawing and MORT&H specification. HSR item No. 27.17

Drainage spouts completes as per drawing no. SD/205 and MORT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (for Bridges) for fixing in position. HSR item No. 27.44.2

Providing and laying 80 mm thick ISI marked inter toching pover blocks conforming ot IS 15658: 2006/IRC SP 63 : 2004 of all shapes and colour in design mix cement M 50 over the bed of 30 mm thick fine sand complete in all respect HSR Item No. 17.69.2

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded cum stone aggregate 20 mm nominal size (HSR item No. 6.1.4)

Brick work with common brunt clay non-modular bricks of class designation. 10 in foundation & plinth in cement mortar 1.4 (1 Cement 4 course sand) B- Bats HSR item No 7.21.1 (desired )

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 40 mm nominal size (HSR item No. 6.1.3)

Constructing complete APM or open flume pipe outlets in running water for channels with design FSD HSR item No. 14.61.21

Supply of APM blocks (HSR NS)

Dressing bed and preparation of sub grade for lining/laying CC or brick work (HSR item No. 14.1)

Dressing side slopes and preparation of sub grade for lining/laying CC of brick work (HSR item No. 14.2)

Re-lettering with block Japan paint of approved bhand manufacture (HSR item No. 30.48)

12 mm cement plaster of mix 1:3 (1 cement 3 fine sand) (HSR item No. 11.5.2)

Pointing on brick work of brick floring with cement mortar 1:3 (1 Cement 3 fine sand) raised & cut painting. (HSR item No. 11.25.2)

Credit of brick bat Derived

Credit of old tiles Derived

Credit of old steel HSR NS

Credit of NP3 900 mm dia Rcc pipe HSR NS

Raghbir Singh Contractor