| 1 | 1 | 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 theunserviceable material with all lifts and lead of 1000m as per Technical specification clause202.1 | BI01010001010000000000000515BI01000011120 | 38.54 | cum |
|---|
| 2 | 2 | Earth work excavation in hard soil or gravelly soil within 50m.Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001121 | 582.85 | cum |
|---|
| 3 | 3 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (Sand Filling) | BI01010001010000000000000515BI0100001122 | 450.91 | cum |
|---|
| 4 | 4 | Cement concrete (1:3:6)with 4cm size hard granite crosser broken metal in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001123 | 61.34 | cum |
|---|
| 5 | 5 | R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001124 | 105.57 | cum |
|---|
| 6 | 6 | R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips with centering & shuttering for RCC work including cost, conveyance and royality and as per the direction of the Engineer-in-charge Chajja | BI01010001010000000000000515BI0100001155 | 6.66 | Sqft |
|---|
| 7 | 7 | Rigid smooth centering and shuttering for R.C.C. work including false work and dismantling them after casting including cost of materials as per the direction of the Engineer-in-charge.Up to Bed | BI01010001010000000000000515BI0100001125 | 361.94 | Sqmt |
|---|
| 8 | 8 | Above Bed | BI01010001010000000000000515BI0100001126 | 41.81 | Sqmt |
|---|
| 9 | 9 | Top slab | BI01010001010000000000000515BI0100001127 | 50.45 | Sqmt |
|---|
| 10 | 10 | Lintel bend | BI01010001010000000000000515BI0100001128 | 0.54 | Sqmt |
|---|
| 11 | 11 | column,Beam | BI01010001010000000000000515BI0100001129 | 22.45 | Sqmt |
|---|
| 12 | 12 | stair case | BI01010001010000000000000515BI0100001130 | 0.53 | Sqmt |
|---|
| 13 | 13 | Providing and laying Reinforced Cement concrete M-25 in Super-structure as per drawings and technical spesifications clause 800,1205.4 & 1205.5 of MORD as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001131 | 32.65 | cum |
|---|
| 14 | 14 | Supplying ,fitting and placing uncoated HYSD bar reinforcement including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001132 | 153.29 | Qtl |
|---|
| 15 | 15 | Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Superstructure including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001133 | 40.4 | cum |
|---|
| 16 | 16 | 12mm. thick cement plaster (1:6) for brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001134 | 106.07 | Sqmt |
|---|
| 17 | 17 | Brick work with Flyash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in foundation and plinth including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001135 | 74.49 | cum |
|---|
| 18 | 18 | Stone or brick aggregate filling in foundation including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001136 | 2.78 | cum |
|---|
| 19 | 19 | Supplying, fitting and fixing of Vertified tile in wall & dadoo of size 300mm x 300mm of approved make on 25mm thick bed of cement mortar (1:1) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001137 | 125.01 | Sqmt |
|---|
| 20 | 20 | Supplying, fitting and fixing of Commercial vetrified tile in floors of size 300mm x 300mm of approved make on 12mm thick bed of cement mortar (1:3) jointed with pigment to match the shade including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001138 | 21.36 | sqmt |
|---|
| 21 | 21 | 16 mm. thick cement plaster (1:6) over brick work including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001139 | 224.61 | sqmt |
|---|
| 22 | 22 | 6mm. thick cement plaster (1:4) to R.C.C surface finished smooth including closed deep chipping and slury treatment including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001140 | 19.2 | Sqmt |
|---|
| 23 | 23 | Distempering two coats to walls with distemper of approved shade on new work over a coat of any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001141 | 52.19 | Sqmt |
|---|
| 24 | 24 | Weather coat paint of 2coats to outside wall with any approved shade over a coat of Priming with any approved (water bound) primer,labour charges including cost of materials etc. and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001142 | 271.87 | Sqmt |
|---|
| 25 | 25 | Supplying, fitting and fixing approved of doors & windows, shutters of M.S Iron Grills including cost of materials etc. and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001143 | 72 | Kg |
|---|
| 26 | 26 | Painting two coats with approved paint on new Iron work over coat of primer etc.Enalmel paint including cost of materials etc. and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001144 | 1.44 | Sqmt |
|---|
| 27 | 27 | Supplying, fitting and fixing approved of PVC doors including cost of materials etc. and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001145 | 7 | No. |
|---|
| 28 | 28 | Cement Concrete (1:2:4) using 12mm size B.H.G.C.B. chips including cost, conveyance and royality and as per the direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001146 | 16.39 | cum |
|---|
| 29 | 29 | Loosening, Levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 and 300.2 for embanckment counstruction as per technical Specification Clause 301.4.1 | BI01010001010000000000000515BI0100001147 | 498.48 | cum |
|---|
| 30 | 30 | Construction of filling of Park area with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 2000 m (1000-2000) m as per Technical Specification clause 301.5 | BI01010001010000000000000515BI0100001148 | 372 | cum |
|---|
| 31 | 31 | Providing and Laying Factory made Chambered edge Cement Concrete Paver Blocks of Required Strength, thickness & Size/Shape made by table Vibratory Method, to attain superior smoth finish using PU or equivalent moulds, laid in required grey colour and pattern over 50 mm thick compacted bed of course sand, compacting and proper embedding / laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling joints with Fine sand and cutting of paver blocks as per required size/ pattern, Finishing and Sweeping extra sand in footpath, parks, lawns, drive ways, or light traffic Parking and Lanes/ Road etc, all complete as per manufactures and Direction of Engg- in-Charge. 80 mm Thick Paver Blocks of M 30 Grade with Approved Colour Design Pattern etc. Complete. | BI01010001010000000000000515BI0100001149 | 639.15 | sqmt |
|---|
| 32 | 32 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and Technical Specification clause 1302.Grouting approns and revetments 15cm deep with cement concrete(1:4:8) with 2.5cm broken granite metal including cost of all materials,labour,T&P required for the work etc.complete as per direction of the Engineer-in-Charge. | BI01010001010000000000000515BI0100001150 | 322.56 | cum |
|---|
| 33 | 33 | Supplying, fitting and fixing of Weir Fencing and Pole including cost of all materials,labour,T&P required for the work etc.complete as per direction of the Engineer-in-Charge.Outter Barbet weir fancing top chain | BI01010001010000000000000515BI0100001151 | 268 | sqmt |
|---|
| 34 | 34 | Stainless steel chain wire mess (Height 5 ft) | BI01010001010000000000000515BI0100001152 | 268 | Rmt |
|---|
| 35 | 35 | Supply Fitting and fixing Fencing pole(50 X6 m)including cost of all matierial,labour,T&P Required for The work etc.complete as per direction of the Engineer-in-Charge.Fensing pole (ms angle 50 X 6mm) | BI01010001010000000000000515BI0100001153 | 1163.54 | kg |
|---|
| 36 | 36 | Fensing top Flat (50mm x 6mm) | BI01010001010000000000000515BI0100001154 | 336.3 | kg |
|---|
