| Name of Work:_1_Reconstruction and leveling of existing drain with covering RCC pre-cast slabs from Jagannath Temple, Machhua Bazar towards Dr. Pitabash Sahoo res Bania Sahi, Mangalabag via Maa Basanti Durga Temple, Machhua Bazar, Hanuman Temple, Mangalabag in Ward No. 34 | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Coffer dam by sand bags with sewing &laying in position including all charges,labour, cost,conveyance & royalty of all materials etc. complete as per direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001119 | 605 | Each |
| 2 | 2 | Dewatering of waste water from drain inlet to outlet by deploying 5 HP diesel pumpset including all charges etc complete. | BI01010001010000000000000515BI0100001120 | 360 | Each |
| 3 | 3 | Dismantling of laterite stone masonary work in cement mortor under 3.00 mtr depth etc including all charges and removing these within initial lead of 50.00 mtr etc complete. | BI01010001010000000000000515BI0100001121 | 12.76 | Cum |
| 4 | 4 | Dismantling of damaged condition of Cement concrete of road including all charges and removing these within initial lead of 50.00 mtr etc complete. | BI01010001010000000000000515BI0100001122 | 2.04 | Cum |
| 5 | 5 | Earth work in all kinds of soil in excavation of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stoney earth and earth mixed with boulders except sheet rocks and boulder requiring blasting with all leads and lifts including dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring shuttering dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge. | BI01010001010000000000000515BI0100001123 | 56.12 | Cum |
| 6 | 6 | Removal of excavated earth away from work site to out site by mechanical means including loading & unloading and dumping within 5 Km lead etc complete as per direction of Engineer -in- charge. | BI01010001010000000000000515BI0100001124 | 70.92 | Cum |
| 7 | 7 | Supplying and filling the foundation and plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 200mm thick, watering and ramming including cost, conveyance royalty and taxes of all materials, cost of as per the direction of Engineer-In-Charge. | BI01010001010000000000000515BI0100001125 | 4.76 | Cum |
| 8 | 8 | Providing & laying cement concrete of prop (1:4:8)) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 150mm thick hoisting, lowering, laying, watering and curing etc. Complete. To the required levels including cost, conveyance, royality and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer in charge. | BI01010001010000000000000515BI0100001126 | 4.76 | Cum |
| 9 | 9 | R.C.C work of prop M20 having minimum compressive strength (in work test) 200kg./cm2 in 15cm cubes at 28days after mixing and test conducted in accordance with I.S. 456 and I.S. 516using 12mm to 20mm size (1/2” to ¾”) crusher broken hard black granite chips of 20mm size (not to exceed 25%) of approved quality & from approved quarry including hosting, lowering, laying and compacting concrete with vibrator, watering and curing for 28days, and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer in charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work completion in all respects as per direction of Engineer in charge but excluding cost of M.S rod / Tor steel and binding wires and labour charges for bending, binding wires and labour charges for bending, binding and tying the grills. | BI01010001010000000000000515BI0100001127 | 34.8 | Cum |
| 10 | 10 | Cost of Centering & Shuttering to RCC Works including cost of all materials, labour, T&P etc all charges complete.RCC Base & RCC Pre cast slabs | BI01010001010000000000000515BI0100001128 | 37.2 | Sqm |
| 11 | 10.1 | RCC Wall | BI01010001010000000000000515BI0100001129 | 87.4 | Sqm |
| 12 | 10.2 | RCC Deck Slab | BI01010001010000000000000515BI0100001130 | 18.6 | Sqm |
| 13 | 11 | Straightening, cutting, bending and binding, welding and jointing (if necessary ) coiled/ bent up MS Rods /Tor Steel/deformed rods etc. including hoisting, placing in position, tying the grills binding with 18 to 20 gauge binding wire required for R.C.C work including cost, conveyance, taxes of all materials, cost of all labour, T&P etc. as required for the work complete (weight of binding wire will not be considered) as directed by Engineer-in-charge. (Payment will be made on actual weight of M.S rods or Tor steel linear measurements of rod for finished item of works. 5% wastage and lap length are included in the finished rate). | BI01010001010000000000000515BI0100001131 | 34.8 | Qntl. |
| 14 | 12 | Providing cement concrete for unreinforced cement concrete works of ( 1:2:4 )using 12mm 20 mm size crusher broken hard granite (CBHG) stone chips of approved quality and from approved quarry on the road surface including cost of labour, materials (inclusive of cost, conveyance, royalties, taxes, loading and unloading) & equipments for handing, transportation, batching, mixing, placing in position / layers, vibrating, curing for 7days complete as per specification drawing and direction of the Engineer-in-charge. | BI01010001010000000000000515BI0100001132 | 9.45 | Cum |
| 15 | 13 | Supplying all materials , Labour T & P for constructing the following sizes RCC Drain including earth work in excavation in all kinds of soil, slushy soil, dismantling the damaged masonry walls, damaged bed concrete, filling in foundation and plinth and cavities with sand with well waterd and rammed, providing Plain Cement Concrete (PCC) with CC 1:4:8 in foundation bed, providing RCC work using M20 grade concrete in base slab and vertical walls including rigid and smooth centering and shuttering with dismantling the same after the casting work is over and providinf reinforcement @ 0.40Qtl /Cum of M20 concrete and removal of excavated and dismanteled material by mechanical means up to 5.00Km distance and providing weep holes at suitable locations, including all costs, all conveyances, royalities, taxes etc all complete as per the relavant specifications and direction of Engineer in charge.\nDrain Vent of 0.60 mtr x depth of 0.60 mtr | BI01010001010000000000000515BI0100001133 | 300 | Mtr |
| 16 | 13.1 | Every Additional depth (+ or - ) over or below the standard depth of drain section.\nRate per each Mtr. Length per 1.00 CM depth = 300.00 x (30.0 + 40.0)/2 Cmtr | BI01010001010000000000000515BI0100001134 | 10500 | Cmtr |
| 17 | 13.2 | Drain vent of 0.90 mtr x depth of 0.90 mtr | BI01010001010000000000000515BI0100001135 | 498 | Mtr |
| 18 | 13.3 | Every Additional depth (+ or - ) over or below the standard depth of drain section.\nRate per each Mtr. Length per 1.00 CM depth = 498.00 x (40.0 + 60.0 + 80.0)/3 Cmtr | BI01010001010000000000000515BI0100001136 | 29880 | Cmtr |
| 19 | 14 | Supplying all materials , Labour T & P for constructing and providing the following sizes RCC pre cast Cover slab for Drain including using M20 grade concrete including rigid and smooth centering and shuttering with dismantling the same after the casting work is over and providing reinforcement @ 0.63Qtl /Cum of M20 concrete and providing weep holes at suitable locations, including all costs, all conveyances, royalities, taxes etc all complete as per the relavant specifications and direction of Engineer in charge. For 0.60 x 0.60 mtr drain section of length 300 mtr and pre cast slab size 0.90 x 0.60 x 0.15 | BI01010001010000000000000515BI0100001137 | 500 | Each |
| 20 | 14.1 | For 0.90 x 0.90 mtr drain section of length 498 mtr and pre cast slab size 1.20 x 0.60 x 0.15 | BI01010001010000000000000515BI0100001138 | 830 | Each |
| 21 | 14.2 | Additional reinforcement ( + or - ) above or below the standard provisin of reinforcement @ 0.40Qtl /Cum of RCC based on actual pre-measurements. | BI01010001010000000000000515BI0100001139 | 7.5 | Qntl. |
| 22 | 15 | Setu RCPC in MS Box Structure (50 x 50 x 5 Ms angle) for precast slab including cutting & all Fabrication with all tools & tackles. | BI01010001010000000000000515BI0100001140 | 1207.18 | Kg |
| 23 | 16 | Making Signage board and other unforseen items i.e barricade to the site, fixing zally etc complete | BI01010001010000000000000515BI0100001141 | 1 | LS |
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