| 1 | 1 | Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge. | | 281.95 | Cum |
|---|
| 2 | 2 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in -charge | | 168.66 | Cum |
|---|
| 3 | 3 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | | 46.21 | Cum |
|---|
| 4 | 4 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc.(As per PWD Uttarakhand specifications)\n | | 198.91 | Cum |
|---|
| 5 | 5 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | | 45.36 | Cum |
|---|
| 6 | 6 | Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | | 6.34 | Cum |
|---|
| 7 | 7 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction | | 62.93 | Cum |
|---|
| 8 | 8 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) GI wire 8 gauge BWG. | | 121.5 | Cum |
|---|
| 9 | 9 | Construction of 1M span scupper with 1:6 stone masonry abument, RCC slab as per drawing and technical specifications as per Clause 1606.5. | | 6.1 | Rmt |
|---|
| 10 | 10 | Construction of catchpit for scupper as per drawing and technical specifications as per Clause 1606.5. | | 1 | No. |
|---|
| 11 | 11 | For Causeway\nProviding & Laying M10 grade plain cement concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by Engineer in charge. | | 10.8 | Cum |
|---|
| 12 | 12 | For Causeway\nProviding and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C M 25 | | 21.6 | Cum |
|---|
| 13 | 13 | For Causeway\nSupplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. | | 8.48 | Qtl. |
|---|
| 14 | 14 | Surface Drains in Soil\nConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means | | 625 | Rmt |
|---|
| 15 | 15 | Surface Drains in Ordinary Rock\nConstruction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mechanical Means | | 350 | Rmt |
|---|
| 16 | 16 | Construction of Hill side Pucca drain in accordance with the requirement of specification true to line and grades. Dimensions and other particulars as per drawing including all material labour T&P. etc. required for proper completion of the work as directed by Engineer in charge. | | 400 | Rmt |
|---|
| 17 | 17 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | | 628.43 | Cum |
|---|
| 18 | 18 | Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | | 236.25 | Cum |
|---|
| 19 | 19 | WBM Grading 1\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405. | | 512.88 | Cum |
|---|
| 20 | 20 | Water Bound Macadam with Crushable Screenings\nWBM Grading 2\nProviding, laying, spreading and compacting stone aggregates of specific sizes to WBM specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse agg., watering and compacting to the required density Grading 2 as per Tech. Specs. Clause 405.\nBy Manual Means | | 350.665 | Cum |
|---|
| 21 | 21 | Water Bound Macadam with Crushable Screenings\nWBM Grading 3\nProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.\nBy Manual Means | | 350.665 | Cum |
|---|
| 22 | 22 | Prime Coat\nLow porosity\nProviding 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. | | 4580.5 | Sqm |
|---|
| 23 | 23 | 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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | | 4580.5 | Sqm |
|---|
| 24 | 24 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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 A or Type B or Type C as per Tech. Spec. Clause 508. Case - I By Manual Means\nBitumen (VG-10) | | 4580.5 | Sqm |
|---|
| 25 | 25 | Seal Coat\nProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.\nBy Manual Means\nCase - II : Type B\nBitumen (VG-10) | | 4580.5 | Sqm |
|---|
| 26 | 26 | Parapet As Per Standard Drawing Details Attached | | 60 | No. |
|---|
| 27 | 27 | Reinforced cement concrete M15 grade kilometre stoneof standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. Ordinary Kilometer Stone (Precast) | | 3 | No. |
|---|
| 28 | 28 | Reinforced cement concrete M15 grade 200 m stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703. 200 m stone (precast) | | 6 | No. |
|---|
| 29 | 29 | Retro- reflectorised Traffic signs\n(Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing).\n60 cm equilateral triangle | | 12 | No. |
|---|
| 30 | 30 | Retro- reflectorised Traffic signs\n(Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing).\n60 cm x 45 cm rectangular | | 4 | No. |
|---|
| 31 | 31 | Providing edge stones on valley side of formation as per drawing and Technical Specification Clause 1608.2.6 | | 200 | Rmt |
|---|
| 32 | 32 | Road Delineators\n(Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.) | | 40 | No. |
|---|
