← All sections of BMC USOR 2023 (Buildings)
| Code | Description | Unit | Rate |
|---|---|---|---|
| R3-CS-PLG-1-1 | Providing and Casting RCC bored cast in-situ Vertical as per IS 2911 (Part 1, Section 2) by boring through all kinds of soils/ Sand /Rock by rotary hydraulic rigs using temporary casing up to stable strata / bentonite mud circulation as specified, from tip to cut-off elevation of piles. Reinforced Cement Concrete work of filling the bore (after placement of reinforcement cage as per drawing) with M25 grade Ready Mix Concrete using 43 Grade Ordinary Portland Cement confirming to IS : 8112, of approved make and brand with minimum cement content of 400 kg/m3 and with water -cement ratio, including the water contained in aggregates (10mm to max 20mm size), not exceeding 0.45, with approved plasticizer as specified, including placing of concrete from tip to minimum of 600mm above the specified cut-off level, breaking pile head to cutoff level and exposing pile reinforcement for embedment in pile cap, Disposing & levelling of bored/excavated material suitably at locations approved by the local authorities including all lead and lifts, all complete for piles having diameter of (Pile will be measured for payment for length between pile tip to cut-off level along the pile axis. Reinforcement shall be paid separately) Note : Cost of temporary casing shall be incurred by the Contractor. | ||
| R3-CS-PLG-1-1-a | 500 mm | rmt | ₹ 4,787 |
| R3-CS-PLG-1-1-a-1 | 300 mm | rmt | ₹ 3,787 |
| R3-CS-PLG-1-1-a-2 | 400 mm | rmt | ₹ 4,225 |
| R3-CS-PLG-1-1-b | 600 mm | rmt | ₹ 5,517 |
| R3-CS-PLG-1-1-c | 750 mm | rmt | ₹ 7,879 |
| R3-CS-PLG-1-1-d | 900 mm | rmt | ₹ 11,715 |
| R3-CS-PLG-1-1-e | Concreting with approved sulphate resistant concrete 500 mm | rmt | ₹ 4,846 |
| R3-CS-PLG-1-1-f | Concreting with approved sulphate resistant concrete 600 mm | rmt | ₹ 5,602 |
| R3-CS-PLG-1-1-g | Concreting with approved sulphate resistant concrete 750 mm | rmt | ₹ 8,013 |
| R3-CS-PLG-1-1-h | Concreting with approved sulphate resistant concrete 900 mm | rmt | ₹ 11,908 |
| R3-CS-PLG-2 | Providing and Casting RCC bored cast in-situ Vertical piles as per IS 2911 (Part 1, Section 2) by boring through all kinds of soils/ Sand by Tripod, Winch and Chisel using temporary casing up to stable strata / bentonite mud circulation as specified, from tip to cut-off elevation of piles. Reinforced Cement Concrete work of filling the bore (after placement of reinforcement cage as per drawing) with M25 grade Ready Mix Concrete using 43 Grade Ordinary Portland Cement confirming to IS : 8112, of approved make and brand with minimum cement content of 400 kg/m3 and with water - cement ratio, including the water contained in aggregates (10mm to max 20mm size), not exceeding 0.45, with approved plasticizer as specified, including placing of concrete from tip to minimum of 600mm above the specified cut-off level, breaking pile head to cutoff level and exposing pile reinforcement for embedment in pile cap, and including disposing & levelling of bored/excavated material suitably at locations approved by the local authorities including all lead and lifts, all complete for piles having diameter of (Pile will be measured for payment for length between pile tip to cut-off level along the pile axis. Reinforcement shall be paid separately) Providing and Casting RCC bored cast in-situ Vertical piles as per IS 2911 (Part 1, Section 2) by boring through all kinds of soils/ Sand by Tripod, Winch and Chisel using temporary casing up to stable strata / bentonite mud circulation as specified, from tip to cut-off elevation of piles. Reinforced Cement Concrete work of filling the bore (after placement of reinforcement cage as per drawing) with M25 grade Ready Mix Concrete using 43 Grade Ordinary Portland Cement confirming to IS : 8112, of approved make and brand with minimum cement content of 400 kg/m3 and with water - cement ratio, including the water contained in aggregates (10mm to max 20mm size), not exceeding 0.45, with approved plasticizer as specified, including placing of concrete from tip to minimum of 600mm above the specified cut-off level, breaking pile head to cutoff level and exposing pile reinforcement for embedment in pile cap, and including disposing & levelling of bored/excavated material suitably at locations approved by the local authorities including all lead and lifts, all complete for piles having diameter of (Pile will be measured for payment for length between pile tip to cut-off level along the pile axis. Reinforcement shall be paid separately) Note : Cost of temporary casing shall be incurred by the Contractor. Chiselling of local boulders shall be carried at contractor's cost. | ||
| R3-CS-PLG-2-1-a | 300 mm | rmt | ₹ 1,466 |
| R3-CS-PLG-2-2-a | 400 mm | rmt | ₹ 28 |
| R3-CS-PLG-2-2-b | 450 mm | rmt | ₹ 35 |
| R3-CS-PLG-2-2-c | 500 mm | rmt | ₹ 43 |
| R3-CS-PLG-2-2-d | 600 mm | rmt | ₹ 62 |
| R3-CS-PLG-2-2-e | 750 mm | rmt | ₹ 97 |
| R3-CS-PLG-2-2-f | 900 mm | rmt | ₹ 140 |
| R3-CS-PLG-2-2-g | Concreting with approved sulphate resistant concrete 400 mm | rmt | ₹ 43 |
| R3-CS-PLG-2-2-h | Concreting with approved sulphate resistant concrete 450 mm | rmt | ₹ 55 |
| R3-CS-PLG-2-2-i | Concreting with approved sulphate resistant concrete 500 mm | rmt | ₹ 68 |
| R3-CS-PLG-2-2-j | Concreting with approved sulphate resistant concrete 600 mm | rmt | ₹ 98 |
| R3-CS-PLG-2-2-k | Concreting with approved sulphate resistant concrete 750 mm | rmt | ₹ 152 |
| R3-CS-PLG-2-2-l | Concreting with approved sulphate resistant concrete 900 mm | rmt | ₹ 220 |
| R3-CS-PLG-2-3-a | 400 mm | rmt | ₹ 82 |
| R3-CS-PLG-2-3-b | 450 mm | rmt | ₹ 104 |
| R3-CS-PLG-2-3-c | 500 mm | rmt | ₹ 128 |
| R3-CS-PLG-2-3-d | 600 mm | rmt | ₹ 185 |
| R3-CS-PLG-2-3-e | 750 mm | rmt | ₹ 289 |
| R3-CS-PLG-2-3-f | 900 mm | rmt | ₹ 416 |
| R3-CS-PLG-2-3-g | Concreting with approved sulphate resistant concrete 400 mm | rmt | ₹ 101 |
| R3-CS-PLG-2-3-h | Concreting with approved sulphate resistant concrete 450 mm | rmt | ₹ 128 |
| R3-CS-PLG-2-3-i | Concreting with approved sulphate resistant concrete 500 mm | rmt | ₹ 158 |
| R3-CS-PLG-2-3-j | Concreting with approved sulphate resistant concrete 600 mm | rmt | ₹ 228 |
| R3-CS-PLG-2-3-k | Concreting with approved sulphate resistant concrete 750 mm | rmt | ₹ 356 |
| R3-CS-PLG-2-3-l | Concreting with approved sulphate resistant concrete 900 mm | rmt | ₹ 512 |
| R3-CS-PLG-2-4-a | Extra over rate for items CS-PLG-1 & 2 for using M40 instead of M25 400 mm | rmt | ₹ 124 |
| R3-CS-PLG-2-4-b | Extra over rate for items CS-PLG-1 & 2 for using M40 instead of M25 450 mm | rmt | ₹ 157 |
| R3-CS-PLG-2-4-c | Extra over rate for items CS-PLG-1 & 2 for using M40 instead of M25 500 mm | rmt | ₹ 193 |
| R3-CS-PLG-2-4-d | Extra over rate for items CS-PLG-1 & 2 for using M40 instead of M25 600 mm | rmt | ₹ 278 |
| R3-CS-PLG-2-4-e | Extra over rate for items CS-PLG-1 & 2 for using M40 instead of M25 750 mm | rmt | ₹ 435 |
| R3-CS-PLG-2-4-f | Extra over rate for items CS-PLG-1 & 2 for using M40 instead of M25 900 mm | rmt | ₹ 627 |
| R3-CS-PLG-2-4-g | Extra over rate for items CS-PLG-1 & 2 for using M40 instead of M25 Concreting with approved sulphate resistant concrete 400 mm | rmt | ₹ 145 |
| R3-CS-PLG-2-4-h | Extra over rate for items CS-PLG-1 & 2 for using M40 instead of M25 Concreting with approved sulphate resistant concrete 450 mm | rmt | ₹ 183 |
| R3-CS-PLG-2-4-i | Extra over rate for items CS-PLG-1 & 2 for using M40 instead of M25 Concreting with approved sulphate resistant concrete 500 mm | rmt | ₹ 226 |
| R3-CS-PLG-2-4-j | Extra over rate for items CS-PLG-1 & 2 for using M40 instead of M25 Concreting with approved sulphate resistant concrete 600 mm | rmt | ₹ 325 |
| R3-CS-PLG-2-4-k | Extra over rate for items CS-PLG-1 & 2 for using M40 instead of M25 Concreting with approved sulphate resistant concrete 750 mm | rmt | ₹ 508 |
| R3-CS-PLG-2-4-l | Extra over rate for items CS-PLG-1 & 2 for using M40 instead of M25 Concreting with approved sulphate resistant concrete 900 mm | rmt | ₹ 732 |
| R3-CS-PLG-2-5 | Extra over rate for items CS-PLG-1 & 2 for using M45 instead of M | ||
| R3-CS-PLG-2-5-a | 400 mm | rmt | ₹ 154 |
| R3-CS-PLG-2-5-b | 450 mm | rmt | ₹ 195 |
| R3-CS-PLG-2-5-c | 500 mm | rmt | ₹ 241 |
| R3-CS-PLG-2-5-d | 600 mm | rmt | ₹ 347 |
| R3-CS-PLG-2-5-e | 750 mm | rmt | ₹ 543 |
| R3-CS-PLG-2-5-f | 900 mm Concreting with approved sulphate resistant concrete | rmt | ₹ 782 |
| R3-CS-PLG-2-5-g | 400 mm | rmt | ₹ 181 |
| R3-CS-PLG-2-5-h | 450 mm | rmt | ₹ 229 |
| R3-CS-PLG-2-5-i | 500 mm | rmt | ₹ 282 |
| R3-CS-PLG-2-5-j | 600 mm | rmt | ₹ 407 |
| R3-CS-PLG-2-5-k | 750 mm | rmt | ₹ 635 |
| R3-CS-PLG-2-5-l | 900 mm | rmt | ₹ 915 |
| R3-CS-PLG-2 | Providing and Casting RCC bored cast in-situ Vertical piles as per IS 2911 (Part 1, Section 2) by boring through all kinds of soils/ Sand by Tripod, Winch and Chisel using temporary casing up to stable strata / bentonite mud circulation as specified, from tip to cut-off elevation of piles. Reinforced Cement Concrete work of filling the bore (after placement of reinforcement cage as per drawing) with M25 grade Ready Mix Concrete using 43 Grade Ordinary Portland Cement confirming to IS : 8112, of approved make and brand with minimum cement content of 400 kg/m3 and with water - cement ratio, including the water contained in aggregates (10mm to max 20mm size), not exceeding 0.45, with approved plasticizer as specified, including placing of concrete from tip to minimum of 600mm above the specified cut-off level, breaking pile head to cutoff level and exposing pile reinforcement for embedment in pile cap, and including disposing & levelling of bored/excavated material suitably at locations approved by the local authorities including all lead and lifts, all complete for piles having diameter of (Pile will be measured for payment for length between pile tip to cut-off level along the pile axis. Reinforcement shall be paid separately) Providing and Casting RCC bored cast in-situ Vertical piles as per IS 2911 (Part 1, Section 2) by boring through all kinds of soils/ Sand by Tripod, Winch and Chisel using temporary casing up to stable strata / bentonite mud circulation as specified, from tip to cut-off elevation of piles. Reinforced Cement Concrete work of filling the bore (after placement of reinforcement cage as per drawing) with M25 grade Ready Mix Concrete using 43 Grade Ordinary Portland Cement confirming to IS : 8112, of approved make and brand with minimum cement content of 400 kg/m3 and with water - cement ratio, including the water contained in aggregates (10mm to max 20mm size), not exceeding 0.45, with approved plasticizer as specified, including placing of concrete from tip to minimum of 600mm above the specified cut-off level, breaking pile head to cutoff level and exposing pile reinforcement for embedment in pile cap, and including disposing & levelling of bored/excavated material suitably at locations approved by the local authorities including all lead and lifts, all complete for piles having diameter of (Pile will be measured for payment for length between pile tip to cut-off level along the pile axis. Reinforcement shall be paid separately) Note : Cost of temporary casing shall be incurred by the Contractor. Chiselling of local boulders shall be carried at contractor's cost. | ||
| R3-CS-PLG-2.1 | 400 mm | rmt | ₹ 1,810 |
| R3-CS-PLG-2.2 | 450 mm | rmt | ₹ 2,290 |
| R3-CS-PLG-2.3 | 500 mm | rmt | ₹ 2,827 |
| R3-CS-PLG-2.4 | 600 mm | rmt | ₹ 4,073 |
| R3-CS-PLG-2.5 | 750 mm | rmt | ₹ 6,368 |
| R3-CS-PLG-2.6 | 900 mm | rmt | ₹ 9,176 |
| R3-CS-PLG-2.7 | Concreting with approved sulphate resistant concrete 400 mm | rmt | ₹ 1,848 |
| R3-CS-PLG-2.8 | Concreting with approved sulphate resistant concrete 450 mm | rmt | ₹ 2,338 |
| R3-CS-PLG-2.9 | Concreting with approved sulphate resistant concrete 500 mm | rmt | ₹ 2,886 |
| R3-CS-PLG-2.10 | Concreting with approved sulphate resistant concrete 600 mm | rmt | ₹ 4,159 |
| R3-CS-PLG-2.11 | Concreting with approved sulphate resistant concrete 750 mm | rmt | ₹ 6,502 |
| R3-CS-PLG-2.12 | Concreting with approved sulphate resistant concrete 900 mm | rmt | ₹ 9,368 |
| R3-CS-PLG-3.0 | Empty boring through over burden including road crust upto the bottom of pile cap for all diameters of piles. | rmt | ₹ 3,410 |
| R3-CS-PLG-4.0 | Extra over rates quoted in items 1 & 2 for chiseling through soft / weathered rock / hard rock / large boulders / old foundations / masonry / concrete etc. using a chisel weighing not less than 750 kg. (Is applicable to boring by Tripod and Winch Equipment) | ||
| R3-CS-PLG-4.1 | 400 mm | rmt | ₹ 1,480 |
| R3-CS-PLG-4.2 | 450 mm | rmt | ₹ 1,873 |
| R3-CS-PLG-4.3 | 500 mm | rmt | ₹ 2,312 |
| R3-CS-PLG-4.4 | 550 mm | rmt | ₹ 2,797 |
| R3-CS-PLG-4.5 | 600 mm | rmt | ₹ 3,329 |
| R3-CS-PLG-4.6 | 750 mm | rmt | ₹ 5,202 |
| R3-CS-PLG-4.7 | 900 mm | rmt | ₹ 7,491 |
| R3-CS-PLG-5.0 | Supply and placing in position high strength deformed steel bars reinforcement of grade Fe-500 conforming to IS:1786 (latest version) for RCC Cast-in-situ piles for full length of pile including transporting the same from source to site of work, straightening, cleaning, decoiling, cutting, bending to required shape and lengths as per details, binding with 16 SWG black soft annealed binding wire, supplying and placing with proper cover blocks, supports, chairs, spacers, welding, if required, to form a grid cage etc., complete as per instruction of the Engineer-in- Charge (steel supplied by contractor at his own cost and duly approved by Engineer in charge) | MT | ₹ 67,304 |
| R3-CS-PLG-5.1 | Providing and installing in position permanent M.S. liners for piles of specified diameter and fabricated from 6.0mm to 8.0mm thick plates as per detailed drawings and designs including cutting, bending to required shape, welding, painting with Red Oxide paint etc. complete as specified and directed. Chapter - 2. Driven Cast - In Situ Piles | MT | ₹ 90,372 |
| R3-CS-PLG-6-1 | Installation of under reamed vertical piles as per IS: 2911 (Part III) through clays and providing specified pile dia single of specified size under reamed piles with or without using bentonite, tip to cut-off elevation of piles and called for on the drawings or as instructed by the Engineer, filling the bore by using tremie (after placement of reinforcement cage as per drawing) with M35 Grade concrete using 43 Grade Ordinary Portland Cement conforming to IS: 8112, of approved make and brand, with a minimum cement content of 400 kg/m3 of concrete and with water-cement ratio, including the water contained in the aggregates, not exceeding 0.45, approved plasticisers, if required (quantity as per manufacturer’s instructions/ recommendation), etc. all as specified or as directed, including concreting a minimum of 600 mm above the specified cut-off level, cutting-off piles at the elevation specified, etc. and including disposing off the bored/ excavated material upto the dumping yard approved by the local authorities, all complete: (Excluding Reinforcement) : | ||
| R3-CS-PLG-6-1-a | 400 mm | rmt | ₹ 4,259 |
| R3-CS-PLG-6-1-b | 450 mm | rmt | ₹ 4,610 |
| R3-CS-PLG-6-1-c | 500 mm | rmt | ₹ 4,981 |
| R3-CS-PLG-6-2 | Extra over item No. CS-PLG-6-1 for providing additional bulb in under reamed piles, under specified dia meter (Only the quantity of extra bulbs are to be paid). | ||
| R3-CS-PLG-6-2-a | 400 mm | nos | ₹ 2,960 |
| R3-CS-PLG-6-2-b | 450 mm | nos | ₹ 3,111 |
| R3-CS-PLG-6-2-c | 500 mm | nos | ₹ 3,284 |
| R3-CS-PLG-6.0 | Installation of Driven Cast-In-situ RCC vertical pile as per IS 2911 (Part 1 - Sec 1) up to 20m depth below Existing Ground Level by driving a suitable MS casing pipe in all types of soil (having detachable MS Shoe (flat / conical), at the bottom and driving using atleast 5MT hammer for the length as specified (length to be measured from pile cut off level to the bottom of pile ) / for the desired set criteria (to be finalzed during detailed engineering stage ) so as to achieve the safe load carrying capcity as per the design using cement concrete grade of M35 conforming to IS 456 with 20mm nominal size stone aggregates with a minimum cement content of 400 kg/cum of concrete including providing all materials (but excluding the reinforcement for whcih measurement shall be made seperately ), with approved plasticizer up to min 600mm above cut-off level, breaking/chipping pile head to cutoff level and exposing pile reinforcement for embedment in pile cap etc. including approved MS shoe ( design and drawing of MS shoe shall be submitted for approval without any extra cost to MCGM) etc all complete as per the specificaiton, drawing as directed by engineer in charge. | ||
| R3-CS-PLG-6.1 | 400mm | rmt | ₹ 4,284 |
| R3-CS-PLG-6.2 | 450mm | rmt | ₹ 4,572 |
| R3-CS-PLG-6.3 | 500mm | rmt | ₹ 5,061 |
| R3-CS-PLG-6.4 | 550mm | rmt | ₹ 5,251 |
| R3-CS-PLG-7.0 | Installation of Driven Cast-In-situ RCC vertical pile as per IS 2911 (Part 1 Sec 1) up to 30m depth below Existing Ground Level by driving a suitable MS casing pipe in all types of soil (having detachable MS Shoe (flat/ conical), at the bottom and driving using atleast 5MT hammer for the length as specified (length to be measured from pile cut off level to the bottom of pile ) / for the desired set criteria (to be finalzed during detailed engineering stage ) so as to achieve the safe laod carrying capcity as per the design using cement concrete grade of M35 conforming to IS 456 with 10mm to max 20mm nominal size stone aggregates with a minimum cement content of 400 kg/cum of concrete including providing all materials (but excluding the reinforcement for whcih measurement shall be made seperately ), with approved plasticizer up to min 600mm above cut-off level, breaking/chipping pile head to cutoff level and exposing pile reinforcement for embedment in pile cap etc including approved MS shoe ( design and drawing of MS shoe shall be submitted for approval without any extra cost to MCGM) etc all complete as per the specificaiton, drawing as directed by engineer in charge. | ||
| R3-CS-PLG-7.1 | 400 mm | rmt | ₹ 3,218 |
| R3-CS-PLG-7.2 | 450mm | rmt | ₹ 3,506 |
| R3-CS-PLG-7.3 | 500mm | rmt | ₹ 3,828 |
| R3-CS-PLG-7.4 | 550mm Concreting with approved sulphate resistant concrete | rmt | ₹ 4,185 |
| R3-CS-PLG-7.5 | 400 mm | rmt | ₹ 3,275 |
| R3-CS-PLG-7.6 | 450 mm | rmt | ₹ 3,579 |
| R3-CS-PLG-7.7 | 500mm | rmt | ₹ 3,918 |
| R3-CS-PLG-7.8 | 550mm Chapter - 2. Under Reamed Piles ( Bore Cast In-Situ piles with single/double bulb) | rmt | ₹ 4,293 |
| R3-CS-PLG-8.0 | Providing supply and installation of Driven RCC Precast vertical / raker piles of circular shape of M35 grade as per IS 2911 (Part 1, Section 3) from the approved manufacturer (Manufacture of precast concrete piles shall confirm to the guidelines in clause no. 7.1, 7.2 and 7.3 of IS 2911 (Part 1, Section 3)) and handling, lifting, pitching and driving of piles through loose to medium sands (casted with MS Shoe (flat/ conical)) by Vibrating Pile driving hammer to the specified depth or refusal as specified for the desired set criteria (to be finalzed during detailed engineering stage ) so as to achieve the safe load carrying capcity as per the design. Breaking/chipping pile head to cutoff level and exposing pile reinforcement for embedment in pile cap and including approved MS shoe ( design and drawing of MS shoe shall be submitted for approval without any extra cost to MCGM), all complete for piles having diameter of ( vertical /raker piles will be measured for payment for a length between pile tip to cut-off level along the pile axis) | ||
| R3-CS-PLG-8.1 | 400 mm | rmt | ₹ 2,885 |
| R3-CS-PLG-8.2 | 450 mm | rmt | ₹ 3,172 |
| R3-CS-PLG-8.3 | 500 mm | rmt | ₹ 4,094 |
| R3-CS-PLG-8.4 | 600 mm | rmt | ₹ 4,917 |
| R3-CS-PLG-9.0 | Providing supply and installation of Driven RCC Precast vertical / raker piles of square shape of M35 grade as per IS 2911 (Part 1, Section 3) from the approved manufacturer (Manufacture of precast concrete piles shall confirm to the guidelines in clause no. 7.1, 7.2 and 7.3 of IS 2911 (Part 1, Section 3)) and handling, lifting, pitching and driving of piles (casted with MS Shoe (flat/ conical)) by Vibrating Pile driving hammer to the specified depth or refusal as specified for the desired set criteria (to be finalzed during detailed engineering stage ) so as to achieve the safe load carrying capcity as per the design. Breaking/chipping pile head to cutoff level and exposing pile reinforcement for embedment in pile cap and including approved MS shoe ( design and drawing of MS shoe shall be submitted for approval without any extra cost to MCGM), all complete. ( vertical /raker piles will be measured for payment for a length between pile tip to cut-off level along the pile axis) Providing supply and installation of Driven RCC Precast vertical / raker piles of square shape of M35 grade as per IS 2911 (Part 1, Section 3) from the approved manufacturer (Manufacture of precast concrete piles shall confirm to the guidelines in clause no. 7.1, 7.2 and 7.3 of IS 2911 (Part 1, Section 3)) and handling, lifting, pitching and driving of piles (casted with MS Shoe (flat/ conical)) by Vibrating Pile driving hammer to the specified depth or refusal as specified for the desired set criteria (to be finalzed during detailed engineering stage ) so as to achieve the safe load carrying capcity as per the design. Breaking/chipping pile head to cutoff level and exposing pile reinforcement for embedment in pile cap and including approved MS shoe ( design and drawing of MS shoe shall be submitted for approval without any extra cost to MCGM), all complete. ( vertical /raker piles will be measured for payment for a length between pile tip to cut-off level along the pile axis) | ||
| R3-CS-PLG-9.1 | 400 mm | rmt | ₹ 3,122 |
| R3-CS-PLG-9.2 | 450 mm | rmt | ₹ 3,471 |
| R3-CS-PLG-9.3 | 500 mm | rmt | ₹ 4,464 |
| R3-CS-PLG-9.4 | 600 mm | rmt | ₹ 5,293 |
| R3-CS-PLG-10 | Providing and placing in position of RCC Bored Precast vertical piles of circular shape as per IS 2911 (Part 1, Section 4) by boring through all kinds of soils/ sand / rock by rotary hydraulic rigs using temporary casing up to stable strata / bentonite mud circulation as specified, from tip to cut-off elevation of piles as shown in the drawings or as instructed by the Engineer including supply of RCC M35 grade precast piles with 30mm dia casing pipe for grouting from the approved manufacturer and handling, lifting, installation to the specified depth in the prebored holes along with grouting of base/annular space through central duct of pile. Breaking / chipping of pile head to cutoff level and exposing pile reinforcement for embedment in pile cap and welding the new bars of same diameter by butt or lap weld if required, curing etc. complete as per the drawings and Engineer's instructions.etc., including empty boring and disposing & levelling of bored/excavated material suitably at locations approved by the local authorities including all lead and lifts, all complete. (piles will be measured for payment for a length between pile tip to cut-off level along the pile axis) | ||
| R3-CS-PLG-10.1 | 300 mm | rmt | ₹ 4,185 |
| R3-CS-PLG-10.2 | 350 mm | rmt | ₹ 4,405 |
| R3-CS-PLG-10.3 | 400 mm | rmt | ₹ 4,671 |
| R3-CS-PLG-10.4 | 450 mm | rmt | ₹ 4,989 |
| R3-CS-PLG-10.5 | 500 mm | rmt | ₹ 5,323 |
| R3-CS-PLG-10.6 | 600 mm | rmt | ₹ 6,109 |
| R3-CS-PLG-10.7 | 750 mm | rmt | ₹ 8,712 |
| R3-CS-PLG-11 | Grouting the base in Bored Precast piles after cleaning the borehole and annular space with minimum 1:2 cement, sand grout mix and with grout pump of required capacity with grout pressure range 30 bar to 60 bar through central duct which is casted in the pile or as specified by | kg | ₹ 256 |
| R3-CS-PLG-14 | Carrying out low strain pile integrity test on 300mm / 350 mm / 400mm diameter pile including all arrangements for test, equipments/accessories, materials, labour, submission of test report etc but excluding the cost of installation of job pile (installation of pile shall be paid seperately as per releventitems)all complete as per specification and as directed by the engineer-in-charge. Carrying out low strain pile integrity test on 300mm / 350 mm / 400mm equipments/accessories, materials, labour, submission of test report etc but excluding the cost of installation of job pile (installation of pile shall be paid seperately as per releventitems)all complete as per specification | nos | ₹ 1,650 |
| R3-CS-PLG-14.1 | Carrying out low strain pile integrity test on 300mm / 350 mm / 400mm diameter pile including all arrangements for test, equipments/accessories, materials, labour, submission of test report etc but excluding the cost of installation of job pile (installation of pile shall be paid seperately as per releventitems)all complete as per specification and as directed by the engineer-in-charge. 450 mm | nos | ₹ 1,925 |
| R3-CS-PLG-14.2 | Carrying out low strain pile integrity test on 300mm / 350 mm / 400mm diameter pile including all arrangements for test, equipments/accessories, materials, labour, submission of test report etc but excluding the cost of installation of job pile (installation of pile shall be paid seperately as per releventitems)all complete as per specification and as directed by the engineer-in-charge. 500 mm | nos | ₹ 2,200 |
| R3-CS-PLG-14.3 | Carrying out low strain pile integrity test on 300mm / 350 mm / 400mm diameter pile including all arrangements for test, equipments/accessories, materials, labour, submission of test report etc but excluding the cost of installation of job pile (installation of pile shall be paid seperately as per releventitems)all complete as per specification and as directed by the engineer-in-charge. 600 mm | nos | ₹ 2,750 |
| R3-CS-PLG-14.4 | Carrying out low strain pile integrity test on 300mm / 350 mm / 400mm diameter pile including all arrangements for test, equipments/accessories, materials, labour, submission of test report etc but excluding the cost of installation of job pile (installation of pile shall be paid seperately as per releventitems)all complete as per specification and as directed by the engineer-in-charge. 750 mm | nos | ₹ 3,850 |
| R3-CS-PLG-14.5 | Carrying out low strain pile integrity test on 300mm / 350 mm / 400mm diameter pile including all arrangements for test, equipments/accessories, materials, labour, submission of test report etc but excluding the cost of installation of job pile (installation of pile shall be paid seperately as per releventitems)all complete as per specification and as directed by the engineer-in-charge. 900 mm | nos | ₹ 4,400 |
| R3-CS-PLG-15 | Conducting cross-hole test in Bored Cast In-situ piles through 50 mm diameter PVC pipes shall be embedded (minimum numbers of pipes are indicated against each diameter of piles) during the construction, including cleaning the PVC pipes, supply of testing equipment and Nos approach, carrying out the test by a qualified and experienced personnel, interpretation of results, submission of test reports complete in all respects as directed by the Engineer, for pile having diameter of: | ||
| R3-CS-PLG-15.1 | 600 mm-(minimum 3 Numbers PVC pipes to be embedded) | nos | ₹ 5,500 |
| R3-CS-PLG-15.2 | 750 mm-(minimum 4 Numbers PVC pipes to be embedded) | nos | ₹ 5,500 |
| R3-CS-PLG-15.3 | 900 mm-(minimum 5 Numbers PVC pipes to be embedded) | nos | ₹ 5,500 |
| R3-CS-PLG-16 | Conducting Initial Load Test (Compression) up to maxmimum test load of 2.5 times the safe load capacity on single pile as specified in accordance with IS 2911 part-4 including preparation of pile head for testing, necessary excavation, jacks, kentledge, accessories, measuring devices, recording of results, labour, submission of test report etc. complete, but excluidng the cost of installation of pile (insallation of pile shall be paid seperately) etc.all complete as per the specification, drawing and as directed by the Engineer in charge for the following for vertical compression test by cyclic load method | ||
| R3-CS-PLG-16.1 | 400 mm | nos | ₹ 330,000 |
| R3-CS-PLG-16.2 | 450 mm | nos | ₹ 385,000 |
| R3-CS-PLG-16.3 | 500 mm | nos | ₹ 440,000 |
| R3-CS-PLG-16.4 | 550 mm | nos | ₹ 495,000 |
| R3-CS-PLG-16.5 | 600 mm | nos | ₹ 550,000 |
| R3-CS-PLG-16.6 | 750 mm | nos | ₹ 605,000 |
| R3-CS-PLG-16.7 | 900 mm for vertical compression test | nos | ₹ 660,000 |
| R3-CS-PLG-16.8 | 400 mm | nos | ₹ 319,000 |
| R3-CS-PLG-16.9 | 450 mm | nos | ₹ 374,000 |
| R3-CS-PLG-16.10 | 500 mm | nos | ₹ 429,000 |
| R3-CS-PLG-16.11 | 550 mm | nos | ₹ 484,000 |
| R3-CS-PLG-16.12 | 600 mm | nos | ₹ 539,000 |
| R3-CS-PLG-16.13 | 750 mm | nos | ₹ 594,000 |
| R3-CS-PLG-16.14 | 900 mm | nos | ₹ 649,000 |
| R3-CS-PLG-17.1 | Carrying out Initial Lateral Load Test on vertical (Initial/test) piles up to maxmimum test load of 2.0 times the safe lateral load capacity on single pile as specified in accordance with IS 2911 part-4 including all necessary arrangements such as jacks, measuring devices, etc. complete as required. (For this test if adjoining piles is used for drawing support for test then the arrangements shall be made to record deflection, submission of test report etc. of both the piles. However, testing both these piles will be considered as one test only. Providing and installing test piles measured separately) 400 mm | nos | ₹ 165,000 |
| R3-CS-PLG-17.2 | Carrying out Initial Lateral Load Test on vertical (Initial/test) piles up to maxmimum test load of 2.0 times the safe lateral load capacity on single pile as specified in accordance with IS 2911 part-4 including all necessary arrangements such as jacks, measuring devices, etc. complete as required. (For this test if adjoining piles is used for drawing support for test then the arrangements shall be made to record deflection, submission of test report etc. of both the piles. However, testing both these piles will be considered as one test only. Providing and installing test piles measured separately) 450 mm | nos | ₹ 220,000 |
| R3-CS-PLG-17.3 | Carrying out Initial Lateral Load Test on vertical (Initial/test) piles up to maxmimum test load of 2.0 times the safe lateral load capacity on single pile as specified in accordance with IS 2911 part-4 including all necessary arrangements such as jacks, measuring devices, etc. complete as required. (For this test if adjoining piles is used for drawing support for test then the arrangements shall be made to record deflection, submission of test report etc. of both the piles. However, testing both these piles will be considered as one test only. Providing and installing test piles measured separately) 500 mm | nos | ₹ 275,000 |
| R3-CS-PLG-17.4 | Carrying out Initial Lateral Load Test on vertical (Initial/test) piles up to maxmimum test load of 2.0 times the safe lateral load capacity on single pile as specified in accordance with IS 2911 part-4 including all necessary arrangements such as jacks, measuring devices, etc. complete as required. (For this test if adjoining piles is used for drawing support for test then the arrangements shall be made to record deflection, submission of test report etc. of both the piles. However, testing both these piles will be considered as one test only. Providing and installing test piles measured separately) 550 mm | nos | ₹ 330,000 |
| R3-CS-PLG-17.5 | Carrying out Initial Lateral Load Test on vertical (Initial/test) piles up to maxmimum test load of 2.0 times the safe lateral load capacity on single pile as specified in accordance with IS 2911 part-4 including all necessary arrangements such as jacks, measuring devices, etc. complete as required. (For this test if adjoining piles is used for drawing support for test then the arrangements shall be made to record deflection, submission of test report etc. of both the piles. However, testing both these piles will be considered as one test only. Providing and installing test piles measured separately) 600 mm | nos | ₹ 385,000 |
| R3-CS-PLG-17.6 | Carrying out Initial Lateral Load Test on vertical (Initial/test) piles up to maxmimum test load of 2.0 times the safe lateral load capacity on single pile as specified in accordance with IS 2911 part-4 including all necessary arrangements such as jacks, measuring devices, etc. complete as required. (For this test if adjoining piles is used for drawing support for test then the arrangements shall be made to record deflection, submission of test report etc. of both the piles. However, testing both these piles will be considered as one test only. Providing and installing test piles measured separately) 750 mm | nos | ₹ 440,000 |
| R3-CS-PLG-17.7 | Carrying out Initial Lateral Load Test on vertical (Initial/test) piles up to maxmimum test load of 2.0 times the safe lateral load capacity on single pile as specified in accordance with IS 2911 part-4 including all necessary arrangements such as jacks, measuring devices, etc. complete as required. (For this test if adjoining piles is used for drawing support for test then the arrangements shall be made to record deflection, submission of test report etc. of both the piles. However, testing both these piles will be considered as one test only. Providing and installing test piles measured separately) 900 mm | nos | ₹ 550,000 |
| R3-CS-PLG-18 | For Tension/Uplift test (Pull Out ) on vertical (initial/test) piles as per IS 2911 part-4 up to maxmimum test load of two times the safe load capacity as specified including all necessary arrangements such as jacks, supports, measuring devices, etc. complete as required. Arrangements shall be made to record uplift movement, submission of test report etc.( Providing and installing test piles measured separately) For Tension/Uplift test (Pull Out ) on vertical (initial/test) piles as per IS 2911 part-4 up to maxmimum test load of two times the safe load capacity as specified including all necessary arrangements such as jacks, supports, measuring devices, etc. complete as required. Arrangements shall be made to record uplift movement, submission of test report etc.( Providing and installing test piles measured separately) | ||
| R3-CS-PLG-18.1 | 400 mm | nos | ₹ 220,000 |
| R3-CS-PLG-18.2 | 450 mm | nos | ₹ 275,000 |
| R3-CS-PLG-18.3 | 500 mm | nos | ₹ 330,000 |
| R3-CS-PLG-18.4 | 550 mm | nos | ₹ 385,000 |
| R3-CS-PLG-18.5 | 600 mm | nos | ₹ 440,000 |
| R3-CS-PLG-18.6 | 750 mm | nos | ₹ 495,000 |
| R3-CS-PLG-18.7 | 900 mm | nos | ₹ 605,000 |
| R3-CS-PLG-19 | Conducting Routine Load Test (Compression) on single working pile up to maxmimum test load of one and a half times the safe load capacity as specified in accordance with IS 2911 part-4 including the preparation of pilehead for testing, necessary excavation, providing all arrangements of loading and unloading in the form of kentledge or anchore piles, test equipments/accessories, jacks, labours, recording of results, submission of test report etc. but excluding the cost of job pile complete as per the specification, drawing and as directed in charge for the following Conducting Routine Load Test (Compression) on single working pile up to maxmimum test load of one and a half times the safe load capacity as specified in accordance with IS 2911 part-4 including the preparation of pilehead for testing, necessary excavation, providing all arrangements of loading and unloading in the form of kentledge or anchore piles, test equipments/accessories, jacks, labours, recording of results, submission of test report etc. but excluding the cost of job pile complete as per the specification, drawing and as directed in charge for the following for vertical compression test by cyclic load | ||
| R3-CS-PLG-19.1 | 400 mm | nos | ₹ 324,500 |
| R3-CS-PLG-19.2 | 450 mm | nos | ₹ 379,500 |
| R3-CS-PLG-19.3 | 500 mm | nos | ₹ 434,500 |
| R3-CS-PLG-19.4 | 550 mm | nos | ₹ 489,500 |
| R3-CS-PLG-19.5 | 600 mm | nos | ₹ 544,500 |
| R3-CS-PLG-19.6 | 750 mm | nos | ₹ 599,500 |
| R3-CS-PLG-19.7 | 900 mm | nos | ₹ 654,500 |
| R3-CS-PLG-19.8 | for vertical compression test 400 mm | nos | ₹ 319,000 |
| R3-CS-PLG-19.9 | for vertical compression test 450 mm | nos | ₹ 374,000 |
| R3-CS-PLG-19.10 | for vertical compression test 500 mm | nos | ₹ 429,000 |
| R3-CS-PLG-19.11 | for vertical compression test 550 mm | nos | ₹ 484,000 |
| R3-CS-PLG-19.12 | for vertical compression test 600 mm | nos | ₹ 539,000 |
| R3-CS-PLG-19.13 | for vertical compression test 750 mm | nos | ₹ 594,000 |
| R3-CS-PLG-19.14 | for vertical compression test 900 mm | nos | ₹ 649,000 |
| R3-CS-PLG-20 | Carrying out Lateral Load Test on single working pile up to maxmimum test load of one and half times the safe load capacity as specified in accordance with IS 2911 part-4 including all necessary arrangements such as jacks, measuring devices, submission of test report etc. complete as required. (For this test two working piles will be considered as test piles. Arrangements shall be made to record deflection, etc. of both the piles. However, testing both these piles will be considered as one test only. Carrying out Lateral Load Test on single working pile up to maxmimum test load of one and half times the safe load capacity as specified in accordance with IS 2911 part-4 including all necessary arrangements such as jacks, measuring devices, submission of test report etc. complete as required. (For this test two working piles will be considered as test piles. Arrangements shall be made to record deflection, etc. of both the piles. However, testing both these piles will be considered as one test only. | ||
| R3-CS-PLG-20.1 | 400 mm | nos | ₹ 165,000 |
| R3-CS-PLG-20.2 | 450 mm | nos | ₹ 220,000 |
| R3-CS-PLG-20.3 | 500 mm | nos | ₹ 275,000 |
| R3-CS-PLG-20.4 | 550 mm | nos | ₹ 330,000 |
| R3-CS-PLG-20.5 | 600 mm | nos | ₹ 385,000 |
| R3-CS-PLG-20.6 | 750 mm | nos | ₹ 440,000 |
| R3-CS-PLG-20.7 | 900 mm | nos | ₹ 550,000 |
| R3-CS-PLG-21 | Conducting routine vertical load test for 1.5 times safe load carrying capacity by means of High Strain Dynamic Load Test including provision and erection of crane- hammer-drop mechanism, acceleration and displacement velocity transducers to record both force and velocity including excavation, dewatering, preparation of pile head including building up of pile, additional reinforcement if any etc. all complete as per approved method (ASTM D4945-89), submission of test report, specifications and instructions of the Engineer for piles of following diameter : Conducting routine vertical load test for 1.5 times safe load carrying capacity by means of High Strain Dynamic Load Test including provision and erection of crane- hammer-drop mechanism, acceleration and displacement velocity transducers to record both force and velocity including excavation, dewatering, preparation of pile head including building up of pile, additional reinforcement if any etc. all complete as per approved method (ASTM D4945-89), submission of test report, specifications and instructions of the Engineer for piles of following diameter : | ||
| R3-CS-PLG-21.1 | 400 mm | nos | ₹ 110,000 |
| R3-CS-PLG-21.2 | 450 mm | nos | ₹ 126,500 |
| R3-CS-PLG-21.3 | 500 mm | nos | ₹ 143,000 |
| R3-CS-PLG-21.4 | 550 mm | nos | ₹ 159,500 |
| R3-CS-PLG-21.5 | 600 mm | nos | ₹ 176,000 |
| R3-CS-PLG-21.6 | 750 mm | nos | ₹ 192,500 |
| R3-CS-PLG-21.7 | 900 mm | nos | ₹ 231,000 |
| R3-CS-PLG-22 | Supplying Hot Rolled steel sheet piles having properties described in respective specifications or/ and shown in drawings (Z or U type with sectional modulus of minimum 2500 cm3, steel grade S430 GP with minimum yield strength of 430 MPa, minimum thickness 12.0 mm thickness, with Larssen interlocks and applying recommended sealant for complete watertightness (if required) & using suitable corner sections as per site condition) .Installing the same to line and level including making reformed steel sheet piles at required positions as corners, junction, wedges etc. as per approved drawing and specification in single or group jointing by welding properly, installing vertically along the alignment with the help of equipments like air compressors,excavator mounted / crane mounted vibro hammers / Impact Hammers / Hydraulic Pressing Hammers / vibrating drives powered by electric or hydraulic motor or combination of both based on the site requirements through the grooves to interlock together, wedges to make up for the permissible deviation of piles from the plumb lines caused during pile driving, slipped piles with the adjacent ones are found or loosened or dislocated during or after installation , sheet piles shall be pulled out and replaced with new ones or redone including necessary modification to the sheet pile to suit the grove of existing sheet piles , including cost and conveyance of all materials, hire charges of equipments, hire charges of crane/rigs, cost of electrodes, mobilisation and demobilisation charges, all labour, other incidentals etc complete. ( No extra payment shall be made for cost of extraction and replacement for installing of sheet pile deviating the specification or rejected by Engineer -in-charge. The rate is inclusive of providing guide frames, cost of installation pit, formation and removal of earthen bund etc.). Payment shall be made on actual depth of sheet pile installation. Supplying Hot Rolled steel sheet piles having properties described in respective specifications or/ and shown in drawings (Z or U type with sectional modulus of minimum 2500 cm3, steel grade S430 GP with minimum yield strength of 430 MPa, minimum thickness 12.0 mm thickness, with Larssen interlocks and applying recommended sealant for complete watertightness (if required) & using suitable corner sections as per site condition) .Installing the same to line and level including making reformed steel sheet piles at required positions as corners, junction, wedges etc. as per approved drawing and specification in single or group jointing by welding properly, installing vertically along the alignment with the help of equipments like air compressors,excavator mounted / crane mounted vibro hammers / Impact Hammers / Hydraulic Pressing Hammers / vibrating drives powered by electric or hydraulic motor or combination of both based on the site requirements through the grooves to interlock together, wedges to make up for the permissible deviation of piles from the plumb lines caused during pile driving, slipped piles with the adjacent ones are found or loosened or dislocated during or after installation , sheet piles shall be pulled out and replaced with new ones or redone including necessary modification to the sheet pile to suit the grove of existing sheet piles , including cost and conveyance of all materials, hire charges of equipments, hire charges of crane/rigs, cost of electrodes, mobilisation and demobilisation charges, all labour, other incidentals etc complete. ( No extra payment shall be made for cost of extraction and replacement for installing of sheet pile deviating the specification or rejected by Engineer -in-charge. The rate is inclusive of providing guide frames, cost of installation pit, formation and removal of earthen bund etc.). Payment shall be made on actual depth of sheet pile installation. Permanent sheet piles | ||
| R3-CS-PLG-22.1 | (a) For depth 0 to 5 m below ground level | sqm | ₹ 10,743 |
| R3-CS-PLG-22.2 | (b) For depth 0 to 10 m below ground level | sqm | ₹ 13,372 |
| R3-CS-PLG-22.3 | (c) For depth 0 to 15 m below ground level | sqm | ₹ 15,235 |
| R3-CS-PLG-22.4 | Sheet piles for with two time use (a) For depth 0 to 5 m below ground level | sqm | ₹ 6,421 |
| R3-CS-PLG-22.5 | Sheet piles for with two time use (b) For depth 0 to 10 m below ground level | sqm | ₹ 8,106 |
| R3-CS-PLG-22.6 | Sheet piles for with two time use (c) For depth 0 to 15 m below ground level | sqm | ₹ 9,527 |
| R3-CS-PLG-22.7 | Sheet piles with three time use (a) For depth 0 to 5 m below ground level | sqm | ₹ 5,124 |
| R3-CS-PLG-22.8 | Sheet piles with three time use (b) For depth 0 to 10 m below ground level | sqm | ₹ 6,497 |
| R3-CS-PLG-22.9 | Sheet piles with three time use (c) For depth 0 to 15 m below ground level | sqm | ₹ 7,693 |
| R3-CS-PLG-22.10 | Sheet piles with four time use (a) For depth 0 to 5 m below ground level | sqm | ₹ 4,476 |
| R3-CS-PLG-22.11 | Sheet piles with four time use (b) For depth 0 to 10 m below ground level | sqm | ₹ 5,692 |
| R3-CS-PLG-22.12 | Sheet piles with four time use (c) For depth 0 to 15 m below ground level | sqm | ₹ 6,776 |
| R3-CS-PLG-23 | Rebate on above items for extrating sheet piles on completion of work with the help of equipments like cranes and vibratory pile driver having the frequency causing very less vibration effect etc. as directed by owner/ consultant. Extracted sheet piles shall contractor property and contractor shall remove the same from site without any extra cost to client. | ||
| R3-CS-PLG-23-1 | (a) For depth 0 to 5 m below ground level | sqm | ₹ 2,904 |
| R3-CS-PLG-23-2 | (b) For depth 0 to 10 m below ground level | sqm | ₹ 3,300 |
| R3-CS-PLG-23-3 | (c) For depth 0 to 15 m below ground level | sqm | ₹ 3,740 |
| R3-CS-PLG-24 | Supplying, fabricating and installing in position waling channel I.S 226 / 2062 quality to sheet piles to correct line and level as per approved drawing and specification with required accessories such as plates, bolt & nuts etc.for connecting with sheet piles as well as for splicing the channels, welding the channel joints to achieve the properties of the section / welding of connecting plates etc including cost and conveyance of all materials, cost of drilling holes, hire charges of equipments, hire charges of crane, cost of electrodes, cost of fixing with bolts, nuts & washers, all labour, painting one coat of zinchromite primer after rubbing and cleaning the surface with mechanical wire brushing, sand paper, other incidentals etc complete.(Rate quoted shall includes supplying, fabricating, drilling holes and fixing waling channels to SSP only ,cost of accessories such as connecting plates, bolts & nuts etc ). | ||
| R3-CS-PLG-24.1 | (a) For depth 0 to 5 m below ground level | sqm | ₹ 660 |
| R3-CS-PLG-24.2 | (b) For depth 0 to 10 m below ground level | sqm | ₹ 990 |
| R3-CS-PLG-24.3 | (c) For depth 0 to 15 m below ground level | sqm | ₹ 1,320 |
| R3-CS-PLG-25 | Extra over rate for micro piles of 273 mm diameter by Odex Method over USOR item no R2-CS-PLG-1-1-a-1 Supplying, fabricating and installing in position waling channel I.S 226 / 2062 quality to sheet piles to correct line and level as per approved drawing and specification with required accessories such as plates, bolt & nuts etc.for connecting with sheet piles as well as for splicing the channels, welding the channel joints to achieve the properties of the section / welding of connecting plates etc including cost and conveyance of all materials, cost of drilling holes, hire charges of equipments, hire charges of crane, cost of electrodes, cost of fixing with bolts, nuts & washers, all labour, painting one coat of zinchromite primer after rubbing and cleaning the surface with mechanical wire brushing, sand paper, other incidentals etc complete.(Rate quoted shall includes supplying, fabricating, drilling holes and fixing waling channels to SSP only ,cost of | rmt | ₹ 1,455 |
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