|
| 1 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers, including ramming & dressing the surface to required levels and slopes and also including lift upto 1.5m and lead upto 30m. The earth cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer-in-charge. |
| 2 | 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) Technical Specification Clause 401. |
| 3 | WBM Grading 2-Providing, laying, spreading and compacting stone aggregated of 45-63mm gauge sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoth wheel 80-100 KNin 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 as per (MORD) Technical Specification Clauses 405. |
| 4 | WBM Grading 3-Providing, laying, spreading and compacting stone aggregated of 22.4-53mm gauge sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required densityas per (MORD) Technical Specification Clauses 405. |
| 5 | Brick Edging on both side of road of 1st class bricks 8cm (3\") wide & 12cm deep laid with mud mortor including labour, supply of bricks finished with required templete and proper elignment and also includign dressing & ramming the excavated earth including all labour T&P sundries required for complition of work with material. |
| 6 | Providing and applying prime coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of roadsurface and spraying primer at the rate of 0.70 - 1.00kg/sqm using mechanical means as per (MORD) Technical SPecification Clause 502 |
| 7 | Providing and applying Tack coat with bitumen (V.G.-10) using bitumen distributor at the rate of 0.35 to 0.45 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (iii) |
| 8 | Providing, laying and rolling of open - graded premix carpet of 20mm 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 Type C as per (MORD) Technical Specification Clause 508. |
| 9 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type Cas per (MORD) Technical Specification Clause 510 |
| 10 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. |
| 11 | Earth Work in excavation for structures as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. |
| 12 | Providing and laying Cement concrete in 1:4 :8 with (1cement, 4Fine sand and 8 graded brick ballast 40mm nominal size) including supply of all materials, labour amd T&P etc. required for proper complete, also including cost of formwork in foundation and floors. |
| 13 | Providing & laying of filter media underneath pitching of slope withincluding supply of all material labour T&P etc. MORD S.No. 14.6 |
| 14 | Supply & Laying of 900mm dia NP-3HP including loading, unloading, cartage etc complete. |
| 15 | Supply & Laying of 350mm dia NP-3HP including loading, unloading, cartage etc complete. |
| 16 | Brick work with 150 class brick and 1:4 cement and coarse sand in foundation and plinthincluding cost of all labour materias, and T&P etc. required for proper completion of the work . |
| 17 | Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification clauses 613.3 , 1204 and 1208.4 |
| 18 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications. |
| 19 | Excavation in foundation trench of Culvertincluding lead up to 50Mtr. And lift upto 1.50 Mtr. Complete with all labour ,materials, T&P etc. required for proper completion of the work as per Si. No. 251. |
| 20 | P/L Cement concrete in 1:4:8 with cement, fine sand and 40mm gauge brick ballast below parapet of cuvert including cost of all labour materias, and T&P etc. required for proper completion of the work as per s.i. no. 275 |
| 21 | Brick work with 150 class brick and 1:3 cement and coarse sand in foundation and plinthincluding cost of all labour materias, and T&P etc. required for proper completion of the work as per s.i. no.307 (a) |
| 22 | Providing laying & jointing of 1000 mm dia NP-3 Hume pipe including cost of pipe, callers and jointing with cement concrete 1:2:4 and spun yarn complete with all labour, materials ,T&P etc. as per direction of E/I. |
| 23 | Stuck cement pointing with 1:3 cement and fine sand mortar over brick workcomplete with all labour, materials ,T&P etc. as per direction of E/I. as SI. No. 574 |
| 24 | Providing and laying reinforced cement concrete M-25 1:1½:3 with cement coarse sand and stone ballast in superstructure as per drawing and S.I.No.289 |
| 25 | Providing and laying reinforced cement concrete M-25 1:1½:3 with cement coarse sand and stone ballast in superstructure as per drawing and S.I.No.289 (in wearign coat) |
| 26 | Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and S.I.No.-504 |
| 27 | Dewateringof ground water below spring level including cost of boaring hire and fuel charges of Disel pump etc complete |
| 28 | Dewatering of surface water including opration and fuel charge of Disel pumping set complete. |
