Construction of Balmiki Dwar Sikandra to Kachnar ki Madaiya. (Including 05 Years Maintenance)

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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 (MORD 3.05 (iii)

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. (MORD 3.04)

Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Cement Treated Base (Wet Mix Macadam + 4% Cement (OPC) : Providing, laying and spreading material on a prepared base, cement @ 4%by weight to the spread material manually, mix in place with Rotavator and compacting with the Road Roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base.

Tack Coat (iii) Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the granular surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Clause 503. MORD.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade / modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508. Case - I By Manual Means (HMP 30/40) (I) Bitumen VG-10

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 Case - III : Type C By Manual Means (I) Bitumen VG-10

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.. (for Bituminous Road)

Providing concrete for plain (1:3:6) concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-10) (MORD 11.04) (i) P.C.C grade M 10 (i) Nominal Mix 1:3:6

Brick masonry work (1:4) in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 (MORD 11.05) (ii) Brick masonry in 1:4 cement mortar

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 (MORD 12.02)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (MORD 12.03)

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (MORD 9.3 (B) 1000 mm dia

Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapet (MORD 9.7) 500 mm dia

Lettering and painting of culvert and parapet etc. complete.

Providing, fixing of km. stone, hectometre stone & sign board etc. complete.

Maintenance Charges including @ Earth work, Repair of Painted Surface, Earthwork in Patri, Culverts, Road Furniture etc. as Per GO-17/2024/sa-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Letter CE (HQ-1) PWD Lucknow 3689C-OPRMC/mool 23-24 Dated 17.02.2024 (I) Maintenance of First Year (@ 0% of Total Work Amount of 1 to 16)

Maintenance Charges including @ Earth work, Repair of Painted Surface, Earthwork in Patri, Culverts, Road Furniture etc. as Per GO-17/2024/sa-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Letter CE (HQ-1) PWD Lucknow 3689C-OPRMC/mool 23-24 Dated 17.02.2024 (II) Maintenance of Second Year (@ 0.75% of Total Work Amount of 1 to 16)

Maintenance Charges including @ Earth work, Repair of Painted Surface, Earthwork in Patri, Culverts, Road Furniture etc. as Per GO-17/2024/sa-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Letter CE (HQ-1) PWD Lucknow 3689C-OPRMC/mool 23-24 Dated 17.02.2024 (III) Maintenance of Third Year (@ 1.5% of Total Work Amount of 1 to 16)

Maintenance Charges including @ Earth work, Repair of Painted Surface, Earthwork in Patri, Culverts, Road Furniture etc. as Per GO-17/2024/sa-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Letter CE (HQ-1) PWD Lucknow 3689C-OPRMC/mool 23-24 Dated 17.02.2024 (IV) Maintenance of Forth Year (@ 2.25% of Total Work Amount of 1 to 16)

Maintenance Charges including @ Earth work, Repair of Painted Surface, Earthwork in Patri, Culverts, Road Furniture etc. as Per GO-17/2024/sa-113/23-1-2024-23-1099/113/2023 Dated 16.01.2024 & Letter CE (HQ-1) PWD Lucknow 3689C-OPRMC/mool 23-24 Dated 17.02.2024 (V) Maintenance of Fifth Year (@ 3.00% of Total Work Amount of 1 to 16)

Please Enable Macros to View BoQ information