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| 1 | Earth work in cutting or in embankment in ordernary soil exavation to be the form or regular pits not exceeding 0.50m in depth and from borrow pits with a lift upto 1.5m with normal lead upto 3000m, Tranporting to site. Spreading, grading to required slope. SI No. 253 |
| 2 | E/W in excavation in trenches for foundation & for pipes cables etc. in ordinary Soil (Loam clay or sand) including fit up to 1.5 m. & dressing of sides & ramming bottoms & disposal of surplus excavated earth as directed by the engineer I/C with in a lead of 50m. SI No. 251 |
| 3 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete. as per MORD Sr.No.4.1 Technical Specification Clause 401.(G.S.B. Quarry Shankergarh Grade-1) |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes(63-45mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MORD Sr.No.4.7(2) Technical Specification Clause 405.(WBM II Shankergarh Quarry) |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes(53-22.4mm) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber applying & brooming stone screening/ binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density grade 3 as per MORD Sr.No.4.7(3) Technical Specification Clause 405.(WBM III Shankergarh Quarry) |
| 6 | Laying of brick edging of both side of road with M-150 class of bricks with 8 Cm. wide and 12 cm. deep laid with mud mortar all labour finished to the required template and in proper alignment and also including dressing and remming the excavated earth including T&P for proper completion of work. As Per SI No.765 |
| 7 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means. as per MORD Sr.No. 5.1(i) Technical Specification Clause 502. |
| 8 | Providing and applying Tack Coat with bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503 (iii). |
| 9 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant,laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C.Case - II By Mechanical Means as per MORD Sr.No. 5.9 (i)Technical Specification Clause 508. |
| 10 | Providing and laying seal coat with Crushed stone chipping of 6.7 mm size defined as 100% passing 9.5 mm sieve and retained on 2.36 mm sieve applied @ 0.09 cum, sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C. By Mechanical Means .Case III as per MORD Sr.No. 5.12Technical Specification Clause 510. |
| 11 | Earth work in cutting or in embankment in ordernary soil exavation to be the form or regular pits not exceeding 0.50m in depth and from borrow pits with a lift upto 1.5m with normal lead upto 3000m, Tranporting to site. Spreading, grading to required slope. By cartage 3.00Km. SI No. 253. for Shoulder. |
| 12 | Supply of RCC Hume pipe- NP-3 (SPIGOPT) 250-450mm dia SCH PWD Chapter-1 material sr. no. 22 |
| 13 | Laying and fixing of RCC hume pipe NP-3 class length 2.50 meter 250 mm to 450mm dia SCH PWD Chapter-20 road work Non schedule item sr. no. 11(e) |
| 14 | Providing and laying in cement concrete 1:6:12 (I cement : 6 fine sand of 1.25 FM : 12 graded Brick Ballast 40 mm. Nominal Size) curring complete. including cost of work. SI. No.273 |
| 15 | M-150 Class brick work in 1:4 cement and coarse sand mortar in including supply of all materials, labours and tools and plants etc. required for proper completion of the work. SI. No. 305 (B.) |
| 16 | Providing and laying 25 mm thick PCC floor in 1:2:4 with cement coarse sand and 20 mm gauge stone grite. Including Supply of Material T&P etc.Complete work.As per S.I. No.601 |
| 17 | 12 mm thick plaster in 1:4 cement & fine Sand mortar including labour & T&P required for proper completion of the work S.I.No. 584 |
| 18 | R.C.C. work in 1:2:4 with cement coarse sand and 20 mm gauge stone grite. Including Supply of Material T&P Complete work for cover of drain. As per SI. No.283 |
| 19 | Mild steel (ribbed tor steel) or I/W in plain work such as reinforced concrete or reinforcement B/w when not I/C over all rates, wrought to required shape as necessary i/c bending for proper completion of the work and i/c of all (Material not Issued to store.SI No. 504 10mm to 12mm |
| 20 | S/F Inaugration black granite (Polished) 20mm thick stone size 0.90x0.75 m including lettering, printing, border etc. will be painted of superior quality is required shade and colour including fixing excavation of foundation (1.40x0.50x0.40 m), P.C.C. 1:6:12 (1.40x0.50x0.15m), brick work 1:3 cement coarse sand foundation(1.40x0.345 x0.30m) , upto (1.40x0.23x1.35m),12mm thick plaster 1:3 cement coarse sand and finishing walls with water proffing white cement paint of approved make and quality such as super snowcem paint etc. all complete. Please Enable Macros to View BoQ information |
