CHIBRAMAU TEHSIL MUKHYALAYE KO JODNE WALA MARG CHIBRAMAU VISHUNGARH ODR KI WIDENING AND STRENGTHENING KA KARYA

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shurbs sapling and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserivceable materials to be used or auctioned, up to lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. As per MORT&H specification 2.3 (201) (Rates included all taxes but Excluding GST)

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000 m. As per MORT&H specification 3.6 (301) (Rates included all taxes but Excluding GST)

Dismentling of flexible pavements and disposal of dismenteled material up to a lead of 1000 meter, stacking servicable unservicable material seperatelys per MORTH specification 2.5 (202) (Rates included all taxes but Excluding GST)

Construction of Embankment 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. as per MORTH specification 3.17 (305) (Rates included all taxes but Excluding GST)

Contruction of Embankment with 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. As per MORT&H specification 3.16(305) Carted Earth (Rates included all taxes but Excluding GST)

Construction of Granular sub-base by providing course graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density, complete as per MORT&H clause 4.1 (401) (Rates included all taxes but Excluding GST)

Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. complete as per MORT&H clause 4.1 (406) (Rates included all taxes but Excluding GST)

Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam (ETA) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying with 1% OPC cement and 3.5 % Emulsion in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. complete as per MORT&H clause 4.12 (406) (Rates included all taxes but Excluding GST)

Providing and aplying Tack coat with bitumen vg-10 using bitumen pressure distributor at the rate of 0.325 kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom. complete as per MORT&H clause 5.2 (503) (Rates included all taxes but Excluding GST)

Providing and laying Bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 5..8 (509) complete in all respects (Rates included all taxes but Excluding GST)

Earth work mechanicaly compacted to 95% proctor density in ordinary soil exacavation to be in the form of (a) regular pits not exceeding 0.50 m in depth & earthwork in embankment to be in 20 cm. layers including ramming and dressing the surface to the required level and slopes and also including 1.5 m lift and 30 m lead, T&P , CP and royalty . The earth from cutting to be used as spoil banks within 30m distance as directed by the Engineer in Charge including supply of roller and water required for proper as per MORTH specification 3.17 (305).(In Patri) (Rates included all taxes but Excluding GST)

Widening of NP-3 RCC Hume pipe Culvert Earthwork in excavation in trenches for foundation pipes, cables etc. In ordinary soil (Loan Clay or sand) Including lift upto 1.5 m and lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer.Same as SOR Item 251. 600 mm H.P. Culvert (3.00 Nos) 1000 mm H.P. Culvert (4.00 Nos) (Rates included all taxes but Excluding GST)

Cement concreet in 1:4:8 with cement,fine sand and 4 cm gauge brick ballast in foundation . 600 mm H.P. Culvert (3.00 Nos) 1000 mm H.P. Culvert (4.00 Nos) (Rates included all taxes but Excluding GST)

Supply and laying of Dry brick ballast (OB.B) under and half round of the pipe. 600 mm H.P. Culvert (3.00 Nos) 1000 mm H.P. Culvert (4.00 Nos) (Rates included all taxes but Excluding GST)

Brick Work in 1:4 cement and fine sand mortar in toundation and plinth (parapet) 600 mm H.P. Culvert (3.00 Nos) 1000 mm H.P. Culvert (4.00 Nos) (Rates included all taxes but Excluding GST)

Struck cement pointing with 1:2 cement & fine sand mortar in parapets 600 mm H.P. Culvert (3.00 Nos) 1000 mm H.P. Culvert (4.00 Nos) (Rates included all taxes but Excluding GST)

Supply of 1000 mm dia R.C.C. Hume pipe NP3 with Coller (4.00 Nos)

Laying and fixing of 1000 mm dia R.C.C. Hume pipe NP3 with coller in position (4.00 Nos) (Rates included all taxes but Excluding GST)

Supply of 600 mm dia R.C.C. Hume pipe NP3 with coller (3.00 Nos) (Rates included all taxes but Excluding GST)

Laying and fixing of 600 mm dia R.C.C. Hume pipe NP3 with coller in position (3.00 Nos) (Rates included all taxes but Excluding GST)

Construction of RCC Culvert Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per SI no 251. For 2.00 m Span RCC Culvert (4 Nos) For 3.00 m Span RCC Culvert (1 Nos) (Rates included all taxes but Excluding GST)

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days as per SI no 280. For 2.00 m Span RCC Culvert (4 Nos) For 3.00 m Span RCC Culvert (1 Nos) (Rates included all taxes but Excluding GST)

Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and technical speficiations as per SI no 307. For 2.00 m Span RCC Culvert (4 Nos) For 3.00 m Span RCC Culvert (1 Nos) (Rates included all taxes but Excluding GST)

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications For 2.00 m Span RCC Culvert (4 Nos) For 3.00 m Span RCC Culvert (1 Nos) (Rates included all taxes but Excluding GST)

RCC Grade M 20 Furnishing and placing reinforced cement concrete in super structure as per drawing and Technical Specifications as per SI no 284 For 2.00 m Span RCC Culvert (4 Nos) For 3.00 m Span RCC Culvert (1 Nos) (Rates included all taxes but Excluding GST)

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses as per SI no 504. For 2.00 m Span RCC Culvert (4 Nos) For 3.00 m Span RCC Culvert (1 Nos) (Rates included all taxes but Excluding GST)

Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification as per SI no 17.116(A) For 2.00 m Span RCC Culvert (4 Nos) For 3.00 m Span RCC Culvert (1 Nos) (Rates included all taxes but Excluding GST)

Providing and laying Filter material Behind the Abutment complete as per drawing and Technical specification For 2.00 m Span RCC Culvert (4 Nos) For 3.00 m Span RCC Culvert (1 Nos) (Rates included all taxes but Excluding GST)

First Class Brick on edge floor laid dry joints sand filled including preparation of base to proper slope and its ramming including supply of all materials, labour and Tools & Plants etc. Required for proper completion of work . As per SOR no 615 (For Diversion) For 2.00 m Span RCC Culvert (4 Nos) For 3.00 m Span RCC Culvert (1 Nos) (Rates included all taxes but Excluding GST)

Providing and laying of Interlocking tiles of thickness 80 mm including cost of all materials, levelling and dressing of surface to requried level and slope, filling joints with local sand including the cost of all labour T&p etc complete. (Rates included all taxes but Excluding GST)

Construction of U Type Drain & Retaining wall along the Pond Earthwork in excavation in trenches for foundation pipes, cables etc. In ordinary soil (Loan Clay or sand) Including lift upto 1.5 m and lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer. Same as SOR Item 251. For Retaining wall along the Pond For U-Type Drain in Abadi (Rates included all taxes but Excluding GST)

Providing and laying in cement concrete 8:4:1 of not less than strength of M-150 stone ballast (40 mm normal size), approved core sand, cement and curing complete. Including cost of form work in foundation and floors. Same as SOR Item 281. For Retaining wall along the Pond For U-Type Drain in Abadi (Rates included all taxes but Excluding GST)

Clause 150 Brick Work in 1:4 Cement & Coarse Sand Mortar in foundation and plinth including supply of all material, labour and tools and plants required for proper completion of the work as per schedule item 305 (A) For Retaining wall along the Pond For U-Type Drain in Abadi (Rates included all taxes but Excluding GST)

12 mm Cement plaster (1:3 cement and coarse sand) in single coat on fair side of single or half brick wall or interior plastering including arises, interior roundbed angles, chamfers and of rounded angles not exceeding 80 mm in Girth and finished even and smooth. As SOR Item no. 583 For Retaining wall along the Pond For U-Type Drain in Abadi (Rates included all taxes but Excluding GST)

Providing and laying in cement concrete 4:2:1 of not less than strength of M-150 Stone ballast (20mm normal size) approved coarse sand, cement and curring complete including cost of form work in foundation and floors. As SOR item no. 279 For Retaining wall along the Pond For U-Type Drain in Abadi (Rates included all taxes but Excluding GST)