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| 1 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction. (PWD SOR MISC. 1-2) |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cutearlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned, upto a lead of 1000 m including removal and disposal of toporganic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.By manual means In area of non-thorny jungle. (PWD SOR MORD 2-2-1-A) |
| 3 | Clearance of land slides (Slip Clearance) in soil and ordinary rock by a bull-dozer D 80A-12, 180 HP and disposal of the same on the valley side complete as directed by the Engineer-in-charge.(PWD SOR MISC 1-10-1). |
| 4 | Disposal of land slide/slip/excavated material/ dismantled material/ malba/rubbish/ similar unserviceable by mechanical transport including loading, transporting, unloading to dumping ground for lead up to 1.0 Km for all lifts, complete as per directions of Engineer-in-charge. The distance shall be measured one side only and the volume of material will be calculated by applying the following bulking factors: (a) For common excavation material -1.2 (b) For excavated rock - 1.4 (NSI) |
| 5 | Engaging & operation of one no. wheel type hydraulic excavator cum loader machine 0.90/1.0 cum (preferably JCB/L&T/BEML etc.) with one operator and one helper including cost of fuel, lubricants and repair maintenance etc. for removal of slip/landslide/excavation in dry and wet condition, complete in all respect as per direction of E/C, payment for engaging excavator cum loader shall be made only for actual working hours at site, no idle charges shall be paid. If machine is trapped in slip/earth, contractor shall make its own arrangement to haul the machine, for which no extra payment shall be made to contractor and machine shall be considered in idle condition. Cost of mobilization & demobilization from site shall be borne by contractor. Engagement of JCB. Including supply of all material, labour T&P etc. required for proper completion of the work. (NSI) |
| 6 | Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and crosssections as per Technical Specification Clause 302.3.5 (PWD SOR MORD - 3-8-3) |
| 7 | Excavation in Hard Rock (blasting prohibited)Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 Mechanical Means. : Excavation in Hard Rock (controlled blasting) with disposal upto 1000 m (PWD SOR MORD 3-9-A-2-B) |
| 8 | Providing Jack Hammer with tractor for drilling holes including cost of operator & helper, Fuel and other consumable items and to & fro in good working condition. As directed by Engineer-In-charge. (NSI) |
| 9 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 10 Nominal mix 1:3:6 (PWD SOR MORD 11-4-1-1) |
| 10 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 15 Nominal mix 1:2.5:5 (PWD SOR MORD 11-4-2-1) |
| 11 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) (PWD SOR MORD 11-4-3-1) |
| 12 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 (PWD SOR MORD 13-1-2-A) |
| 13 | Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction jointonly, plain cement concrete pavement, thickness as per design, over a prepared subbase, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade),coarse and fine aggregates conforming to IS:383, maximum size of coarseaggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2Cum capacity and appropriate weigh batcher using approved mix design, laid inapproved fixed side formwork (steel channel, laying and fixing of 125 micron thickpolythene film, wedges, steel plates including levelling the formwork as per drawing),spreading the concrete with shovels, rakes, compacted using needle, screed andplate vibrators and finished in continuous operation including provision of contractionand expansion, construction joints, applying debonding strips, primer, sealant, dowelbars, near approaches to bridge/culvert and construction joints, admixtures asapproved, curing of concrete slabs for 14-days, using curing compound (wherespecified) and water finishing to lines and grade as per drawing and TechnicalSpecification Clause 1501. (PWD SOR MORD 6-4) |
| 14 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202(PWD SOR MORD 11-7) |
| 15 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (PWD SOR MORD 12-6) |
| 16 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, cu.mretaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. (As per PWD Uttarakhand specifications) (PWD SOR MISC. 1-4) |
| 17 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royalties etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction. (PWD SOR MISC 1-3) |
| 18 | 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). (PWD SOR MISC. 1-5) |
| 19 | Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (PWD SOR MORD 12-9) |
| 20 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (PWD SOR MORD 12-3) |
| 21 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 (PWD SOR MORD 15-13) |
| 22 | Painting Two Coats on New Concrete SurfacesPainting two coats including primer coat after filling the surface with syntheticenamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701(PWD SOR MORD 10-5) |
| 23 | WBM Grading 1, Providing, 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. By Mechanical Means.(PWD SOR MORD 4-8-1-B) |
| 24 | WBM Grading 2, Providing, 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 2 as per Technical Specification Clause 405.By Mechanical Means.(PWD SOR MORD 4-8-2-B) |
| 25 | WBM Grading 3, Providing, 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..By Mechanical Means.(PWD SOR MORD 4-8-3-B) |
| 26 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. Using naturally occuring gravel. (PWD SOR MORD 4-11-1) |
| 27 | Construction of Subgrade and Earthen ShouldersConstruction 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.(PWD SOR-3-14) |
| 28 | Attending minor type of repair for full day by engaging and providing one Unskilled labour including all T&P but excluding cost of material, required for proper completion of the work as per direction of Engineer-in-charge . (NSI) |
| 29 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) (PWD SOR Misc 5-1-1). |
| 30 | Road Delineators / Vertical Guide Posts:Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79.(PWD SOR Misc. 5-6) |
| 31 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. Dia 1000mm (PWD SOR MORD 9-3-B ) |
| 32 | Cement plum Masonry with 40% plum & 60% 1: 2 : 4 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 Specification. (NSI) |
| 33 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions)(PWD SOR MISC. 1-8) |
| 34 | \\"Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire 8 gauge BWG 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) \\"(PWD SOR MISC. 1-7-2) |
| 35 | Providing of all material Carting from site store to site of work, lowering into the trenches with true to alignment, Laying of MSERW Pipes grade Ysr 210, conforming to IS:1978-1982, Jointing bu electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (ador, L&T ore equivalent) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. (100mm dia) (SOR of Uttarakhand Pyjal sansadhan Vikas Evam Nirman Nigam 12.024) |
| 36 | Making Flange Joints Between D.I. D/F pipes and D.I. D/F specials, incluiding cost of jointing materials like nuts&bolts, packing of standard quality and make with testing of joints. (100mm dia) (SOR of Uttarakhand Pyjal sansadhan Vikas Evam Nirman Nigam 7.02) |
| 37 | Providing & Fixing D.I. D/F Sluice valves confirming to IS: 14846-2000 in Position incluiding all material, labour, T&P etc complete. PN-16, dia 100mm (SOR of Uttarakhand Pyjal sansadhan Vikas Evam Nirman Nigam 48.18) |
| 38 | Repair/Reconstruction of 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 ( except Stone), T&P,and royaltiies etc. complete as per drawing and technical specifications Clauses 702,704, 1202 & 1203 of MORD Specifiction ( Without Bond stone and stone for Random Rubble Masonry)(NSI) Please Enable Macros to View BoQ information |
