| 1 | laying of CC Road | As per SSR | 47.25 | Cum | 105.23 | 4972.12 |
| Earthwork excavation in Ordinary soil by Manual means up to 3 depth for foundations and depositing on bank for all lifts and and with initial lead of 10 m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting etc.,complete for finished item of work manual. |
| 2 | laying of CC Road | As per SSR | 47.25 | Cum | 330.97 | 15638.33 |
| Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) |
| 3 | laying of CC Road | As per SSR | 47.25 | Cum | 1581.96 | 74747.61 |
| Granular Sub-base with Well Graded Material / Close Graded Material (Table 400.1) Construction of granular Sub-base by providing well graded material/close graded material spreading in uniform layers with motors graded on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller 80-100 KN/Vibrator roller to achieve the desired density, complete as per technical specification clause 401 MORD/MORTH. For Graded I material (CBR value minimum 30) |
| 4 | laying of CC Road | As per SSR | 47.25 | Cum | 6235.38 | 294621.71 |
| Vibrated plain / reinforced cement concrete M 30 Grade Concrete using 20mm , 10mm size HBG crushed stone aggregate (Coarse aggregate conforming to table 1000-1 and fine aggregate conforming to table 1000-2) including cost, seignorage and conveyance of all materials to site and all labour charges for machine mixing, laying in position,Compacting, Vibrating and curing including all other incidental and all other operational charges of T&P required etc., complete for finished item of work. |
| 5 | laying of CC Road | As per SSR | 7.88 | Sqm | 1161.15 | 9149.86 |
| Supply of 25mm thick high performance expansion joint fillerbord (SIFLEX CPECELL HD-100 orequlent make),placing the same 25mm below top for expansion jionts conforming to MORTH specification No.602- |
| 6 | laying of CC Road | As per SSR | 342.00 | Sqr | 19.31 | 6604.02 |
| Providing of separetion Membrane Sheet of Impermeable plastic sheet 1235 microns including cost and conveyance of all materials and all labour charges etc., Complete |
| 7 | laying of CC Road | As per SSR | 188.84 | Cum | 219.70 | 41488.15 |
| Earthwork excavation in Ordinary soil by Manual means up to 3 depth for foundations and depositing on bank for all lifts and and with initial lead of 10 m including all operational, incidental, labour charges such as shoring, sheeting, planking, struttin |
| 8 | laying of CC Road | As per SSR | 132.00 | Cum | 80.36 | 10607.52 |
| Carting of the Exavated earth upto a lead upto 4-5 km beyond the initial lead of 1 Km from site including loadingand unloading as per the engineer in charge. |
| 9 | laying of CC Road | As per SSR | 23.04 | Cum | 382.47 | 8812.11 |
| Filling with Stone dust in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) |
| 10 | laying of CC Road | As per SSR | 23.04 | Cum | 4218.93 | 97204.15 |
| Providing Plain Cement Concrete (1:4:8) mix using 40mm nominal size HBG crushed stone aggregate and fine aggregate conforming to table 1000-2 of MoRT&H including cost, conveyance of all materials to site and labour charges, centering, machine mixing, laying, Vibrating, curing etc., including all other incidental and operational charges of all T&P etc., complete for finished item of work as per MoRT&H specification 1500, 1700, 2100 (5th Revision) and as directed by the Engineer-in-Charge for base coarse below CC Pavement. |
| 11 | laying of CC Road | As per SSR | 48.60 | Cum | 4800.61 | 233309.65 |
| Cement Concrete (1:3:6)pro mix with Kgs cement/Cum of concrete, 40mm normal size (SS5) Hard Granite Machine Crushed Metal @ 0.92 cum/cum. Of concrete and sand @ 0.46Cum/Cum of concrete for RCC works including cost and conveyance of all materials like cement sand coarse aggregate water etc. to site, and labour charges for mixing laying of concrete tamping, vibrating, lifting, curing, finishing top surface including hire charges of machinery and vibrator, centering, etc complete for finished item of work (as per SS 402) for Side walls |
| 12 | laying of CC Road | As per SSR | 8.64 | Cum | 5365.17 | 46355.07 |
| Plain Cement Concrete nominal mix (1:2:4) proportion (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Broken Granite (IS383, 1970) Machine Crushed graded metal from from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work ( Vent Portion ) |
| 13 | laying of CC Road | As per SSR | 7.56 | Cum | 5901.69 | 44616.78 |
| PCC (1:2:4) prop using 20 mm and 10mm Walls Including coat of all materials like cement, coarse aggregate, fine aggregate and water etc., to site and Labour charges for machine mixing, layin concrete in position, vibrating and curing etc., including all incidental charges and operational charges etc., completed. and 10mm Walls Including coat of all materials like cement, coarse aggregate, fine aggregate and water etc., to site and Labour charges for machine mixing, layin concrete in position, vibrating and curing etc., including all incidental charges and operational charges etc., completed. |
| 14 | laying of CC Road | As per SSR | 5.28 | Cum | 6190.91 | 32688.00 |
| Vibrated Reinforced Cement Concrete M20 Grade(Nominal Mix) corresponding to IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work with minimum cement content @ 350Kgs/Cum from standard suppliers approved by the department including centering, shuttering, laying concrete, vibrating, curing etc. complete |
| 15 | laying of CC Road | As per SSR | 792.00 | Kgs | 69.12 | 54743.04 |
| Providing High Yield Strength Deformed (HYSD) steel bars (Fe 415 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lapsplicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, laour charges such as cutting, bending placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors. |
| 16 | laying of CC Road | As per SSR | 3.00 | Each | 19577.00 | 58731.00 |
| Manufacture, Supply and delivery of DI D/F Gate Valves (Soft Seated) Resilient seated softsealing gate valves (Sluice valves) with body bonnet of ductile cast iron of grade GGG-40/ SG-400/15 or GGG-50/SG-500/7 or equivalent grade as per I.S.3896-part2-1985 and subsequent revisions, wedge fully rubber lined with EPDM food grade quality and seals of NBR and the valves should be of vacuum tight and 100% leak proof with face to face dimensions as per BS5163-89/IS14846-2000/DIN 3202 F 4. All the valves should be with Electrostatic powder coating both inside and outside pocket less body passage. Drilled as per requirement of the deptt. |
