Cons of DLR/RCC Barrel at Ch 560 SLR at Ch 588 CD at Ch 598/592 738/739 1002 Res EW fm Ch 775 to 782 787 to 805 904.9 to 905.5 919 to 920 976.40 to 977 1116.5 to 1120, Outlet fm 715 To 1370 EW/ Lining fm Ch 488.5 to 491.15 CR Cum HR at Ch 1370 of PMC

Amount

Clearing grass and removal of rubbish up to a distance of 50 meters outside the periphery of the area. PART-A 2.02

Preparation of seat of embankment or canal by 75 mm ploughing and removing the grass roots etc as per specification and direction of E/I. WRD PART-B 7.1.1

Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth so obtained a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. WRD PART-B 7.1.27

Extra for earth work in hard soil (Vide classification of soil item -B ) all complete as per specification and direction of E/I WRD PART-B 7.1.10.

E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles, and boulders upto 300mm size and disposal of spoil upto 500 m with all lifts by tipper incuding construction and maintenance of of haul road all complete as per specification and direction of E/I. WRD PART-B 7.1.43.2

E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil (vide classification of soil item -A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers upto 500 m and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. WRD PART-B 7.1.43.4

E/w in excvavtion in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) vide type of soil item C with disposal of spoil upto 500 M with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.WRD PART-B 7.1.43.6

E/W in excavation in canal by hydraulic excavator (rock breaker) as per design section in soft rock (where blasting is prohibited) vide type of soil item-C with disposal of spoil upto 500 m with all lifts by tipper including construction and maintainence of haul road all complete as per specification and direction of E/I. WRD PART-B 7.1.43.8

E/w in excavation in canal by the hydraulic excavator (rock breaker) as per designed section in hard rock (where blasting is prohibited) (vide type of soil item-D) with disposal of spoil up to 500 M with all lifts by tipper including construction and maintainence of haul road all complete as specification and direction of E/I .(minimum credit for excavated rock should be 50 percent of excavated rock). WRD PART-B 7.1.43.10

Earth work in filling in canal bank (canal discharge upto 28 cumecs) as well as special repair of canal bank in ordinary soil in proper profile (vide classification of soil item-A) obtained from borrow area or any other sources free from logs, roots, or any other ingredients etc. with initial lead of 15 M and lift of 1.5 M including breaking clods to maximum 50 mm cube placing the earth in layers not exceeding 225 mm thick complete as per specification and direction of E/I. (Mode of measurement sectional measurement shall be of compacted earth). WRD PART-B 7.1.25

E/w in flood embankment, canal banks as well as special repair of embankment in canal bank grade A & B types of soil (vide soil A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification and direction of E/I.( As per TEC letter no. 587 dated 22-09-06) Lead beyond 150 M but upto 500 M. WRD PART-B 7.1.26.1

E/w in flood embankment, canal banks as well as special repair of embankment in canal bank grade A & B types of soil (vide soil A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or other sources free from logs, roots, or any other ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification and direction of E/I.( As per TEC letter no. 587 dated 22-09-06) Lead beyond 1/2 km but upto 1 km. WRD PART-B 7.1.26.2

Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm,thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job,as per specification and direction of E/I. WRD PART-B 7.1.31

Labour for rolling and compacting the earth in layers of 225 mm thick at O.M.C by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water, making arrangement for supply and carriage of water with all leads and lifts,finishing the surface as per plan and drawing including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction of E/I (Mode of measurement sectional measurement of compacted earth). WRD PART-B 7.1.39

Fine dressing of the canal banks or embankment and turfing with 75mm thick grass sods, obtained within lead of 150 M including the cost of watering the grass surface till it acquired greenness as per specification and direction of E/I. WRD PART-B 7.1.42.1

Extra for each lead of 150M over initial lead of 150M. WRD PART-B 7.1.42.2

PCC 1:3:6 in foundation (plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14 days. RCD PART B 12.04 Pg.No. 477

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC grade M15 using batching plant and concrete pump. RCD PART B 12.08 A CASE I

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. Height upto 5m PCC Grade M15 using batching plant and concrete pump. RCD PART B 13.05 A (p) Pg- 567

Providing 100mm thick P.C.C lining in M-150 with nominal mix of (1:2:4) with well graded stone chips (20mm and down) and coarse sand of approved quality of required FM ( 2.5 to 3.0 ) in side and bottom curved portion of the canal in panel with construction joint including cost of form work and its removal curing, royality and all other taxes, complete job as per specification and direction of E/I. WRD PART-B 7.2.19.1

PCC M15 Grade leveling course below approach slab complete as per drawing and technical specification. PCC Grade M15 using batching plant and concrete pump. RCD Part-B 14.10 case I

Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specification. RCC grade M20 using batching plant, transit mixer and concrete pump. RCD PART B 12.08 C CASE I

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC grade M20 height upto 5m. RCC Grade M20 using batching plant, transit mixer and concrete pump. SOR RCD PART-B 13.05 E (P)

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC grade M20 height 5m to 10m. RCC Grade M20 using batching plant, transit mixer and concrete pump. SOR RCD PART-B 13.05 E (q)

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M20 Using batching plant, transit mixer and concrete pump for solid slab super-structure height upto 5M. SOR RCD PART-B 14.01 A (i) (p)

Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and technical specification. RCD SOR 14.04

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. RCD PART B 12.42

Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications. SOR RCD PART-B 13.06

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. SOR RCD PART-B 14.02

Supplying,fitting and fixing copper strip of 16 gauge of approved quality( with 99% purity) in expansion joints complete job as per specification and direction of E/I. WRD PART-B 7.8.1

Supplying,fitting and fixing Rubber seal (water stop) of approved quality for Construction Joint complete job,as per specification and direction of E/I. WRD PART-B 7.8.2

Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. PART-A 6.9

Providing and laying dry pitching with precast concrete Block 600 mm X600mm X 300mm size of M-100 with nominal mix of (1:3:6) in floor and flank wall with approved quality of graded course aggregate of required grade (as per design) and approved quality of sand of required FM (2.5 to 3.0) washed and screened including necessary formwork, tools and plants, vibrating, curing as well as royality and all taxes all complete job as per specification and direction of E/I. WRD PART-B 7.3.17

Supplying aggregates 63mm to 2.8mm at quarry. PART - A M-031

Providing coarse clean local sand in filling in foundation trenches including raming, watering, royalty and all other taxes complete job as per specification and direction of E/I. WRD PART-B 7.1.37

Providing random rubble stone masonary in cement mortar (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of FM 2 to 2.5 including cost of screening, racking out joints to 20 mm depth, curing, taxes and royality all complete as per building specification and direction of E/I. PART -A 4.28 Pg- 204

Providing random rubble stone masonary in cement mortar (1:4) in super structure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of FM 2 to 2.5 including cost of screening of materials, scaffolding, racking out joints to 20 mm depth, curing, taxes and royality all complete as per building specification and direction of E/I. PART -A 4.31 Pg- 204

Providing 25mm thick cement plaster (1:4) with clean coarse sand of FM 1.5 including screening, curing, with all leads and lifts of water, scaffolding taxes and royality all complete as per building specification and direction of E/I. WRD PART A 3.12 PG-200

Providing and placing stone metal graded filter of size 20mm to 45mm in slopes and bed of canals below lining including royality and other taxes etc. all complete as per specification and direction of E/I. (where depth of canal cutting is more than 6m). WRD PART-B 7.2.7

Supplying boulder with minimum size of 300 mm for pitching at quarry. WRD PART-B M-018 PG-81

Labour for laying fine filter (sand) or course dry graded filter either of jhama khoa or stone metal or stone chips under brick pitching or boulder pitching in slope and apron including light ramming etc. all complete as per specification and direction of Ε/Ι. WRD PART-B 7.7.13

Labour charge for pitching with stone boulder duly packed in slope and apron with materials within 150m of worksite and all lifts as per specification and direction of E/I. WRD PART-B 6.6.6

Supply of NP 2 RCC Hume pipe with collar as per I.S.S. 458-1971 (ii)150 mm Dia WRD PART-B M-300 PG-84

Labour for laying, fitting and fixing NP2 Hume Pipe with collars in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. 150 mm Dia. WRD PART-B 7.6.1.1

Dewatering by desiel pump per 10 H.P. WRD PART-B PM-29 Pg-83

Providing safety valve in lined section of canal with TMT bar embeded in cement concrete (1:3:6) in accordance with ISS 3872-1966 all complete as per specification and direction of E/I. WRD PART-B 7.2.16

Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. For Canal Side Slope WRD PART-B 7.2.10.1

Providing 10mm thick vertical joints at suitable interval, joints filled with bituminous materials of approved quality including royalty all taxes etc. all complete as per specification and direction of E/I. For Canal Bed WRD PART-B 7.2.10.2

Providing Compacted 150mm thick sand filter of required F.M. as per design on side slopes and in bed of canal with coarse sand , including cost of water , ramming , levelling and dressing etc., all compete as per specification and direction of E/I. WRD PART-B 7.2.1 B

Hessian Cloth (0.3 kg/M2 Cot.) WRD PART - B M-268 PG-61

Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. RCD PART-B 3.16.305

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. ii) Rate Per Cumec for Grade-II Material RCD PART-B 4.01 B (II)

Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305. RCD PART-B 3.11.301

Providing and fixing in poistion bitumen filler (bitumen, sand, and cement) in construction joint complete job as per specification and direction of E/I. WRD PART-B 7.8.4

Drainage sprouts complete as per drawing and technical specifications. RCD part - B 15.17 PG-639

Providing and fixing in position 25 mm thick bituminious board (shallitex or equivalent) as per IS 1838-1983 in expansion or construction joints, all complete job as per specification and direction of E/I. WRD 7.8.3

Supplying shalimar tarphelt BH ( type II Group 1) PART - A M-266 PAGE NO-60

Angle in expansion joints b (III) 75x75x10 Gr.A M-195

Carriage of materials by mechanical means including loading, unloading and stacking at work site Cement (14 km surface road + 2 km kachha road)

Sand (22 km surface road + 4 km kaccha road)

Stone Metals (34 km surface road + 2 km kachha road)

Stone Chips(34 km surface road + 2 km kachha road)

Stone Boulder(34 km surface road + 2 km kachha road)

Steel(14 km surface road + 2 km kachha road)

HP(98 km surface road + 2 km kachha road)

GST @ 18% (system generated, hence no separate rate is to be quoted for this item)

Labour Cess @ 1% (system generated, hence no separate rate is to be quoted for this item)

M/S S K TEKRIWAL (BID ID -696876)