Construction work of 2 x 6.00 M Span Culvert at Behta Gokul Manpur road to Khalifapur Masti road in District Hardoi in F.Y. 2025-26

Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (i) Lime /Cement Concrete I By Manual Means A Lime Concrete, cement concrete grade M-10 and below (Including Labour Cess but Excluding G.S.T.)

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness . (Including Labour Cess but Excluding G.S.T.)

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. (Including Labour Cess but Excluding G.S.T.)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.P.C.C grade M 10 (i)Nominal mix 1:3:6 (Including Labour Cess but Excluding G.S.T.)

Brick masonry work in cement mortar in substructure / superstructure complete excluding pointing and plastering, as per drawing and technical specification . (Including Labour Cess but Excluding G.S.T.)

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 (Including Labour Cess but Excluding G.S.T.)

R.C.C. work in M-25 Mix in sub- structure of the bride with cement approved coasse sand & 20mm gauge well graded grit including shuttering etc. placing and binding cost of rienforcement and also inculding supply of all materials, labours T&P etc. required for proper completion of work using concrete mixer. (Including Labour Cess but Excluding G.S.T.)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (Including Labour Cess but Excluding G.S.T.)

Providing and laying piching on slopes laid over prepared filter media including apron laid dry in front of toe of embankment complete as per drawing and technical specifications (Including Labour Cess but Excluding G.S.T.)

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification (13.10 -2200) (Including Labour Cess but Excluding G.S.T.)

Providing, painting and fixing MS board for Caution Diversion etc as Directed by Engineer in Charge (Including Labour Cess but Excluding G.S.T.)

Road Delinator Supplying and instalation of delinators (road way indicators, hazard markers, object marker) 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panel at the top buried or pressed into the ground and conforming to IRC:79 and the drawing. (Including Labour Cess but Excluding G.S.T.)

Reflective Raise Pavement Markers (Road Studs/Cat Eye) Supply and fixing of reflective rasised pavement marker with its body surface made of though ASA (acrylic styrene acroniline or HIPS (Hi impact polystyrene) or acryloninle butadiens styrence (ABS) the marker shall supported a load of 1333 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses confanining single or dual prismatc cubes of providing total internal feflection of the light entering the lens face Retro reflecting surface shall preferably be 35d 4th to base and area of each retro- reflecting surface shall not be less than 13.0 sqcm road studs shall be legibly marked with name trade mark or other means of idenfification of the manufacturer dimensions of road studs should not be less than 100 mm x 100 mm x10 mm. RPM (with shank) as per ASTM (Including Labour Cess but Excluding G.S.T.)

Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (Including Labour Cess but Excluding G.S.T.)

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. (Including Labour Cess but Excluding G.S.T.)

Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density (Including Labour Cess but Excluding G.S.T.)

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density (Including Labour Cess but Excluding G.S.T.)

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. (Including Labour Cess but Excluding G.S.T.)

Brick edging on both side of the road of 1st Class brick 8 cm. (3") wide and 12 cm.(41/4") deep laid with mud mortar all labour finish to the required template and in proper alignment and also including dressing and ramming the exacaveted earth including all labour, T&P sudries required for proper copletion of work with material. (Including Labour Cess but Excluding G.S.T.)

Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70kg/sqm usingmannual means . (Including Labour Cess but Excluding G.S.T.)

Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.35 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. (Including Labour Cess but Excluding G.S.T.)

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. (Including Labour Cess but Excluding G.S.T.)

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 (Including Labour Cess but Excluding G.S.T.)

Laying Brick Soiling on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth , spreading 25mm thick layar of earth over brick soling, watering and rolling the same with three wheeled raod roller 80-100 kn as per technical specification clause 412. (Including Labour Cess but Excluding G.S.T.)

1000 mm dia Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets (Including Labour Cess but Excluding G.S.T.)