Development/Upgradation Of Road Surface By Way Of Gsb Filling P/L Wbm G-Ii And Construction Of R-Wall Along The Nallah Side For Bonen Batwuder Road And Other Links Taken Up From Sursyar Gogjipathri Road ( Under Cluster Tribal Model Village )
Tender Overview
Project Description
Development/Upgradation Of Road Surface By Way Of Gsb Filling P/L Wbm G-Ii And Construction Of R-Wall Along The Nallah Side For Bonen Batwuder Road And Other Links Taken Up From Sursyar Gogjipathri Road ( Under Cluster Tribal Model Village )
BOQ
| Name of Work: Development/Upgradation of road surface by way of GSB filling P/L WBM G-II and construction of R-wall along the Nallah side for Bonen Batwuder road and other links taken up from Sursyar Gogjipathri road (under cluster Tribal Model Village) Balance Work). | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 4225 Tribal Affairs Department | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, including in dressing of sides and ramming of bottoms lift upto 1.5 mtr including getting out excavated earth and disposal of surplus excavated earth as directed (1 mtr from cutting edge) all kinds of soils. | BI01010001010000000000000515BI0100001113 | 184.73 | CUM |
| 3 | 2 | Providing and laying of stone soling 75mm nominal size in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/dressing and carriage of materials from approved nearest sources to site of work complete. | BI01010001010000000000000515BI0100001114 | 53.1 | CUM |
| 4 | 3 | P/L, in position cement concrete of specified grade including curing but excluding the cost of centering & shuttering. All work up to plinth level in 1:4:8 (1cement: 4 coarse, sand: 8 graded stone aggregate of 40 mm Nominal size | BI01010001010000000000000515BI0100001115 | 35.04 | CUM |
| 5 | 4 | P/L, in position cement concrete of specified grade including curing but excluding the cost of centering & shuttering. All work up to plinth level in 1:3:6 (1cement: 3 coarse, sand: 6 graded stone aggregate of 20 mm Nominal size | BI01010001010000000000000515BI0100001116 | 191.69 | CUM |
| 6 | 5 | Supply and filling of plum (boulders ) in cement concrete 1:3:6 mix (1 cement:3 coarse sand : 6 graded stone aggregate 20 mm nominal size ) including all leads, lifts loading, unloading and carriages involved from approved source to site of work complete. | BI01010001010000000000000515BI0100001117 | 47.92 | CUM |
| 7 | 6 | P/L, in position cement concrete of specified grade including curing but excluding the cost of centering & shuttering. All work up to plinth level with 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate of 20 mm Nominal size). | BI01010001010000000000000515BI0100001118 | 67.78 | CUM |
| 8 | 7 | Centering and shuttering including strutting, propping etc and removal of form work Retaining walls, return walls, walls (any thickness) incl. attached pilasters, buttresses, plinth and string course, fillets, kerbs and struts | BI01010001010000000000000515BI0100001119 | 947.95 | SQM |
| 9 | 8 | 50mm cement concrete Flooring in 1:2:4 (1 cement: 2 coarse sand: 4 graded stone agg., 20mm nominal size finished with a floating coat of neat cement slurry and curing complete but excluding the cost of nosing of steps etc complete. | BI01010001010000000000000515BI0100001120 | 83.64 | SQM |
| 10 | 9 | 12mm thick cement plaster in 1:4 mix (1 cement 4 sand) | BI01010001010000000000000515BI0100001121 | 223.04 | SQM |
| 11 | 10 | Carriage of materials from source to site of work including loading unloading complete. | BI01010001010000000000000515BI0100001122 | ||
| 12 | 11 | Stone agg. for an av. Lead of 30 kms. | BI01010001010000000000000515BI0100001123 | 268.81 | CUM |
| 13 | 12 | Sand for an av. Lead of 30 kms. | BI01010001010000000000000515BI0100001124 | 137.07 | CUM |
| 14 | 13 | Providing laying watering and compacting with (80-100) K.N road roller GSB filling having aggregate size not exceeding 90mm granular sub base material to specified lines, grades cross sections all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from nearest approved source to site of work complete. Finished work to be measured and paid. | BI01010001010000000000000515BI0100001125 | 1066.47 | CUM |
| 15 | 14 | Supplying and stacking at site graded crushed stone agg. Of size 63 mm to 45 mm. | BI01010001010000000000000515BI0100001126 | 1785 | CUM |
| 16 | 15 | Supplying and stacking at site stone screening of size 13.2 mm nominal size. (Type “A”) | BI01010001010000000000000515BI0100001127 | 264.28 | CUM |
| 17 | 16 | Supplying and stacking of Moorum at site. | BI01010001010000000000000515BI0100001128 | 123.63 | CUM |
| 18 | 17 | Laying spreading and compacting stone agg. Of special size to WBM specifications in uniform thickness hand packing rolling with three wheeled road/vibratory roller 8-10 ton capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse agg. Watering and compacting to the required density. | BI01010001010000000000000515BI0100001129 | 1545.45 | CUM |
| 19 | 18 | Carriage of materials from source to site of work including loading unloading complete. | BI01010001010000000000000515BI0100001130 | ||
| 20 | 19 | Stone agg. 63mm to 45mm size for an av. Lead of 30 kms. | BI01010001010000000000000515BI0100001131 | 1785 | CUM |
| 21 | 20 | Screening/Moorum for an av. Lead of 30 kms. | BI01010001010000000000000515BI0100001132 | 387.91 | CUM |
| 22 | 21 | Providing / laying of RCC spun pipes including excavation of trench laying in position providing sand cushion refilling the excavated soil, disposal of surplus excavated soil as directed and carriage of pipes from Divisional store to site of work complete (Pipes shall be supplied departmentally | BI01010001010000000000000515BI0100001133 | ||
| 23 | 22 | a. 24” dia | BI01010001010000000000000515BI0100001134 | 32 | RFT |
| 24 | 23 | b. 18” dia | BI01010001010000000000000515BI0100001135 | 32 | RFT |
| 25 | 24 | c. 12” dia | BI01010001010000000000000515BI0100001136 | 48 | RFT |
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