| 1 | civil | - | 460.80 | 1 Cum | 38.22 | 17611.78 |
| Filling with available excavated earth in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, hire charges of T & P etc., complete, for finished item of work. (APSS NO. 309 & 310) Caluse 305.3.9 MORD & 304 MORTH. |
| 2 | civil | - | 1000.00 | Each | 33.00 | 33000.00 |
| Laying of Sand Bags in the stipulated places including cost of empty cement bag, sand, thread, stitching charges and labour charges etc., |
| 3 | civil | - | 310.00 | Each | 3225.00 | 999750.00 |
| Supply and fixing of RCC square perforated covers of size 0.7x0.7x0.125 and base frame of size 0.9x0.9x0.2 of VRCC M30 Design Mix including cost and conveyance etc., complete including loading ,unloading etc all charges, etc complete for finished item of work from Departmental store. |
| 4 | civil | - | 16701.60 | 1 Rmt | 68.00 | 1135708.80 |
| Saw cut joints for freshly laid concrete pavement includig cost and conveyance of all materials. |
| 5 | civil | - | 9192.00 | 1 Sqm | 75.00 | 689400.00 |
| Vacum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, Mechanical trawelling, finishing with sound edges and camers including hire and operational chare of machinery labour fuel etc complete |
| 6 | civil | - | 1378.80 | 1 Cum | 5490.96 | 7570935.65 |
| Supply and placing of Ready Mix Concrete M 30 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design |
| 7 | civil | - | 9192.00 | 1 Sqm | 14.00 | 128688.00 |
| Supply and placing Impermeable plastic sheeting 125 micron thick over lean concrete mix as seperation membrane icluding all charges complete for finished item of work. |
| 8 | civil | - | 459.60 | 1 Cum | 4573.49 | 2101976.00 |
| Supply and placing of Ready Mix Concrete M 10 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design |
| 9 | civil | - | 15.36 | 1 Cum | 4949.28 | 76020.94 |
| Supply and placing of Ready Mix Concrete M 20 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, curing for 14 days, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used.2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design (restoration) |
| 10 | civil | - | 5.12 | 1 Cum | 4440.28 | 22734.23 |
| Supply and placing of Ready Mix Concrete M 10 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, curing for 14 days, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used.2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design (restoration) |
| 11 | civil | - | 7.20 | 1 Cum | 6768.65 | 48734.28 |
| ???????. For Hanch portion Inner side four cornors |
| 12 | civil | - | 84.94 | 1 Cum | 8211.90 | 697518.79 |
| ???????. For Top slab |
| 13 | civil | - | 110.40 | 1 Cum | 6768.65 | 747258.96 |
| ???????. For Walls |
| 14 | civil | - | 90.53 | 1 Cum | 5540.55 | 501585.99 |
| ???????. For Bottom slab |
| 15 | civil | - | 0 | - | 0 | 0 |
| Supply and placing of RCC M 30 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, dewatering, curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used.2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design |
| 16 | civil | - | 22869.60 | Kgs | 58.08 | 1328266.37 |
| Supplying, fitting and placing HYSD (Fe 500) bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars below 36 mm dia including over laps and wastage, where they are not welded. |
| 17 | civil | - | 66.24 | 1 Cum | 4640.83 | 307408.58 |
| Supply and placing of Ready Mix Concrete M 10 as per IS-4926:2003 of following grades with minimum cement content as per IS-456:2000 and Standard mix design as per IS-10262:1982, with coarse aggregate of nominal size 20mm and fine aggregate of Zone II as per the mix design approved by the Department from Standard suppliers including cost and conveyance, vertical pumping and Horizontal pumping on all materials, etc., works for basic cost including leveling, grading, spreading, dewatering , curing for 14 days, centring, vibrating, compacting, finishing etc., as required including, material taxes, pumping, transportation, approved admixture etc., complete. Note: 1.Manufactured Sand (Rock sand) and natural river sand in the ratio of 50:50 shall be used. 2. The quantities for cement, coarse aggregates and fine aggregates are for estimating purpose only. The exact quantities will be as per mix design |
| 18 | civil | - | 129.11 | 1 Cum | 1985.62 | 256363.40 |
| Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. |
| 19 | civil | - | 66.24 | 1 Cum | 1055.21 | 69897.11 |
| Filling with Crusher Stone dust finer than 3mm with not more than 10% passing 0.075 sieve in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, hire charges of T & P etc., complete but excluding seignorage charges, for finished item of work. (APSS NO. 309 & 310) |
| 20 | civil | - | 1204.19 | 1 Cum | 235.10 | 283105.07 |
| Carting of excavated earth / dismantled materials with a lead of 15 KM\s including cost and conveyance of all materials and all labour charges, overhead and contractors profit etc., complete for finished item of work |
| 21 | civil | - | 612.00 | 1 Sqm | 108.66 | 66499.92 |
| Flush Pointing to RR Masonary in Cement Mortor 1:3 Prop . including cost & conveyance of all materials like cement, sand to site, labour charges on all materials, curing etc., Complete for finished item of work. |
| 22 | civil | - | 275.40 | 1 Cum | 4529.33 | 1247377.48 |
| Construction of Randum Rubble Stone Masonry in Cement Mortor 1:6 Prop using hard granite stone including Cost & Conveyance of all materials like Cement, Sand, Water, Granite Stones, etc., including cost of on all Materials,Labour for cutting Stones to required size and shape, mixing of Cement Mortor Construction, Scaffolding charges, Curing, all leads, lifts and all other incidental and operational charges etc, complete for finished item of work |
| 23 | civil | - | 34.71 | 1 Cum | 4493.98 | 155986.05 |
| Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture, mechanically mixed, and compacted including all material ;curing, labour, accidental charges etc complete for finished item of work. |
| 24 | civil | - | 391.25 | 1 Rmt | 609.00 | 238271.25 |
| Lowering 600mm dia NP2 class RCC plain ended pipes carefully into the trench, laying them true to alignment and gradient, jointing RCC pipes with cement joints including curing, the cost of jointing materials i.e., Cement Mortar (1:1.5), hemp yarn etc.,and testing filling with water with water lead upto 500 m as per BIS No 783/85 , complete including all Charges as directed by the Engineer - in - cheif 600mm dia |
| 25 | civil | - | 80.00 | Each | 364.00 | 29120.00 |
| Manufacture, Supply and Delivery of R.C.C. NP2 Class Collars to fix 600mm NP2 pipes conforming to B.I.S. 458/2003 (Rate per each Collar) suitable for R.C.C. Plain ended pipes including Transportation etc., complete |
| 26 | civil | - | 391.25 | 1 Rmt | 1366.49 | 534639.21 |
| Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) Plain ended pipes 600 mm NP2 conforming to B.I.S 458/2003 NP2, including transportation to a lead of 10km, Loading, Unloading & Stacking labour charges etc., complete. |
| 27 | civil | - | 50.00 | 1 Cum | 884.62 | 44231.00 |
| Excavation for roadway in hard rock with rock breakers including breaking rock loading in tippers and disposal with initial lift of 3 mts and requirements lead upto 1000 meters trimming bottom grades and cross sections as per Technical specification clause 302.3.5MORD /301MOTH |
| 28 | civil | - | 606.38 | 1 Cum | 91.92 | 55738.45 |
| Excavation in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, dewatering charges, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH. |
| 29 | civil | - | 949.97 | 1 Cum | 94.68 | 89943.16 |
| Excavation in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, dewatering charges, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH. |
| 30 | civil | - | -49.08 | 1 Cum | 1497.20 | -73482.58 |
| Deduct towards reuse of old bondstone |
| 31 | civil | - | -134.97 | 1 Cum | 607.87 | -82044.21 |
| Deduct towards reuse of old CR stone |
| 32 | civil | - | 306.75 | 1 Cum | 461.53 | 141574.33 |
| Dismantling of stone masonry in cement mortar including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH |
| 33 | civil | - | 548.31 | 1 Cum | 826.96 | 453430.44 |
| Dismantling of cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH |
| 34 | civil | - | 135.00 | 1 Cum | 1094.00 | 147690.00 |
| Dismantling of flexible pavements and stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 MORD / MORTH including all labour , accidental and material charges complete. |
| 35 | civil | - | 47.87 | 1 Cum | 1513.90 | 72470.39 |
| Dismantling of existing structures like reinforced cement concrete including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH. |
