Construction of Link road From Pyola rahul house to pyola purwa road.(L-0.50 KM)

Construction of embankment in ordianry soil with approved material obtained from available land as permitted and approved by Engineer-in-charge and as per Technical Speciation clause 301.3.4.1 with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 as per Technical Specification clause 301.5

Construction of Grangular Sub-base by providing well graded material, Mixing in a uniform layers with motor grader on prepared surface mixing by mixeer 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 A

Providing , laying ,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-0100 kN static roller in stages to proper grade and camber, applying and brooming , crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405

Providing , laying ,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-0100 kN static roller in stages to proper grade and camber, applying and brooming , crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7-1.0kg/sqm using mechanical means as per Technical specification clause 502

Providing and applying tack coat with Bitumen VG-10 BULK using emulsion distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open graded mix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or imulsion to required line, grade and level to serve as wearing course on apreviously prepared base , including mixing in a suitable plant, laying and rolling with a three wheeled 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of type C as per Technical specification clause 508 (By Hot Mix Method)

Providing, and laying 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

Supply & laying of 350mm dia N.P.-3 class Hume pipes in position and proper alignment including supply of all materias, labour and T&P etc. required for proper completion of work.(N.S)

Brick edging on both sides of the road with M-150 bricks 8 cm wide and 11.5 cm deep laid with mud mortar including cost of bricks all labour finished to be required template and in proper alignment T&P and also including dressing and ramming the excavated earth as per direction of Engineer in Charge. (SINo. 765)

Providing and fixing of Recto reflective steel sign board as per drawing design including writing of details as specified by Engineer in charge. including supply of all materials, labour T&P, cartage upto site complete in all respect required for proper completion of the work and as per direction of E/I.(SOR Banda 2020-21)

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by the E/I . All Kinds of soil..(DAR-2.1.1)

Providing and laying of cement conrete 1:6:12 (1 cement: 6 Fine sand : 12 graded brick aggregte 40 mm nominal size ) including curing, supply of all material, labour, T&P etc complete in all respect required for proper completion of the work. (PWD SI 273)

Brick Masonary work in cement mortar 1:4 in Foundation and Plinth complete excluding pointing and plastering as per drawing and technical specification Clauses (DAR 6.1.1).

Providing and laying reinforced cement concrete pipe NP3 600 mm dia for culverts first class bedding of granular material including fixing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and paracets clause .

Providing and laying of cement conrete 1:2:4 (1 cement: 2 fine sand : 4 graded brick aggregte 20 mm nominal size ) including curing, supply of all material, labour, T&P etc complete in all respect required for proper completion of the work. (DAR-4.1.3)

StruckPointing with cement mortar (1:2) on brick work in substructure as per technical specifications. (SI 576)

Maintenance of bituminous surface road and gravel or WBm road including filling pot holes and patch repair etc.restoration of rain cuts and dressing of side slop standing tree at adjacent to road wherever cutting of branches of tree, shurb and trimming of grass and weeds etc mentioned in GO No. 55 12022 /187/23-9-2022-02 Nabard / 2021 Dt 28.04.20022 & Enc lettere no 14 BDD-1 (NH)/40 MT-11/ 2024dated 03.01.2024 subjected to approval from Govt. Maintence of 1st year after completion of work @ Zero % of total work amount of item 1 to 10 Maintainance of first Year (@ 0.00% of Total Work Amount of PC Area)Maintenance cost of 1st year @ 0% cost of workMaintenance cost of 1st year @ 0% cost of work

Maintenance cost of 2ndyear @1% cost of work

Maintenance cost of 3rd year @1.50% cost of work

Maintenance cost of 4th year @2.00% cost of work

Maintenance cost of 5th year @3.00% cost of work

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by the E/I . All Kinds of soil..(SI )

Construction of Grangular Sub-base by providing well graded material, Mixing in a uniform layers with motor grader on prepared surface mixing by mixeer 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 A

Providing , laying ,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-0100 kN static roller in stages to proper grade and camber, applying and brooming , crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405

First class brick work in 1:4 cement and coase sand mortar in foundation and plinth including suplly of all material, labour and T&P etc, required for proper completion.

Laying C.C. on edging toewall consisting of 1:2:4 cement, coarse sand and approved 2 cm (1.5) guage stone ballast.

12mm thick plaster 1:4 cement and coarse sand mortar over brick workincluding supply of all materials, labour and T&P etc. required for proper completion of work. (SI 584 (i))

providing and laying interlocking tiles 80 mm thick of approved quality finished to required template and in proper alingment as directed by the Engineer in charge

Maintenance cost of 1st year @ 0% cost of work

Maintenance cost of 2ndyear @0.25% cost of work

Maintenance cost of 3rd year @0.50% cost of work

Maintenance cost of 4th year @0.75% cost of work

Maintenance cost of 5th year @1.00% cost of work

Please Enable Macros to View BoQ information