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| 1 | Item Rate BoQ BoQ_Ver3.0 Item Rate Normal INR Only INR Select, Excess (+), Less (-) Less (-) Tender Inviting Authority: Executive Engineer, Fazilka Canal & ground water Division, WRD Punjab, Ferozepur. Name of Work:Estimate for Construction of approach road along with retaining wall and box culvert over link drain for newly constructed Steel Bridge at RD 363320 of Rajasthan Feeder and RD 308000 of Sirhind Feeder. Contract No: 01632 292604 Name of the Bidder/ Bidding Firm / Company : PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) NUMBER # TEXT # TEXT # NUMBER # TEXT # NUMBER NUMBER TEXT TEXT # NUMBER # TEXT# TEXT # NUMBER # NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER NUMBER TEXT TEXT NUMBER NUMBER NUMBER # NUMBER # TEXT TEXT NUMBER # NUMBER # DATE NUMBER # NUMBER # TEXT # SRNo. Item Description Item Code / Make Aprox. Quantity Units Estimated Rate inRs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes inRs. P TOTAL AMOUNT With Taxes TOTAL AMOUNT In Words |
| 2 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 3 | Cement concrete 1:4:8 ((b)) With stone aggregate 40mm gauge (i) mixing by manual means |
| 4 | Cement concrete 1:3:6 (a) with stone ballast or shingle (i) mixing by manual means |
| 5 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 6 | Crash Barriers (A) Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. |
| 7 | Crash Barriers (F) 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 |
| 8 | Removing hume pipes ((c) ) 600mm to 900 mm dia |
| 9 | Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick C.C 1:6:12 in foundation, first class brick work laid in cement sand mortar 1:5, 40mm thick cement concrete 1:2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12.50mm in thickness of 1:2 cement sand plaster and finished with a floating coat of neat cement 1mm thick left absolutely smooth polished and correct to template including cost of precasted RCC road gully grating and frame including paint with coal tar (as specified in item No. 29.49) complete and to the requirement of the Engineer-In-Charge. (B) Double Road Gully Chamber (b) Size 1448mm x 457mm x 1105mm |
| 10 | Providing, lowering Precast concrete NP2 Plain end pipes and collar with reinforcement, in trenches to correct gradient and alignment, cutting of reinforcement cement concrete plain end pipes, stinging in trenches, jointing ends and fixing collar with cement mortar 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment gradients levels etc. complete in all respect. 600 mm i/d pipe |
| 11 | (6.6) Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 12 | Cement concrete 1:4:8 ((b)) With stone aggregate 40mm gauge (i) mixing by manual means |
| 13 | Cement concrete 1:3:6 (a) with stone ballast or shingle (i) mixing by manual means |
| 14 | (11.3 (i)) First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 15 | (A) Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. |
| 16 | (F) 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 |
| 17 | Construction of Embankment with good quality earth obtained from borrow pits including compensation of earth,loading unloading ,carriage to site of work,spreading grading to required slopes and compacting to meet requirements of table 300-2 as per technical clause 305 of MORT&H and specifications.(As per Annexures attached) |
| 18 | Construction of Embankment with earth obtained from roadway cutting or excavation including spreading grading to required slopes and compacting to meet requirement table 300-2 as per technical clause 305 of MORT&H Specifications.(As per Annexures attached). |
| 19 | Earthwork undressed with a combined lead upto 15 meters including breaking of clods (As per Annexures) |
| 20 | Construction of granular sub base providing material as per grading III(Table 400-I of MORT&H5th Revision ) mixing in a mechanical mix plant at OMC spreading in uniform layers with motor grader of prepared surface, compacting with vibratory roller to achieve the desired density, complete as per Clause 401 of MORT&H specifications. |
| 21 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification i/c premixing the material with water at OMC in mechanical mix plant, carriage of material by tipper to site, laying in uniform layers withpaver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications. |
| 22 | Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base i/c cleaning of road surface and spraying primer @ 0.85 kg/sqm complete as per technical clause 502 of MORT&H specifications. |
| 23 | Providing and applying tack coat with bitumen emulsion RS using emmulsion pressure distributor @ 0.25 kg/sqm on the prepared bituminous/ granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications. |
| 24 | Providing and laying bituminous concrete 30-45 mm thick with continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5.4 % laying with paver,finisher mechanical to the required grade level and alignmnent ,rolling with smooth wheeled,vibratory and tender rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications. |
| 25 | Construction of Embankment with good quality earth obtained from borrow pits including compensation of earth,loading unloading ,carriage to site of work,spreading grading to required slopes and compacting to meet requirements of table 300-2 as per technical clause 305 of MORT&H and specifications.(As per Annexures attached) |
| 26 | Construction of Embankment with earth obtained from roadway cutting or excavation including spreading grading to required slopes and compacting to meet requirement table 300-2 as per technical clause 305 of MORT&H Specifications.(As per Annexures attached). |
| 27 | Earthwork undressed with a combined lead upto 15 meters including breaking of clods (As per Annexures) |
| 28 | Construction of granular sub base providing material as per grading III(Table 400-I of MORT&H5th Revision ) mixing in a mechanical mix plant at OMC spreading in uniform layers with motor grader of prepared surface, compacting with vibratory roller to achieve the desired density, complete as per Clause 401 of MORT&H specifications. |
| 29 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification i/c premixing the material with water at OMC in mechanical mix plant, carriage of material by tipper to site, laying in uniform layers withpaver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications. |
| 30 | Providing and applying primer coat with bitumen emulsion SS on prepared surface of granular base i/c cleaning of road surface and spraying primer @ 0.85 kg/sqm complete as per technical clause 502 of MORT&H specifications. |
| 31 | Providing and applying tack coat with bitumen emulsion RS using emmulsion pressure distributor @ 0.25 kg/sqm on the prepared bituminous/ granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications. |
| 32 | Providing and laying bituminous concrete 30-45 mm thick with continuous type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5.4 % laying with paver,finisher mechanical to the required grade level and alignmnent ,rolling with smooth wheeled,vibratory and tender rollers to achieve the desired compaction complete as per technical clause 507 of MORT&H specifications. |
| 33 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil. Depth 3 to 6 m |
| 34 | Rehandling of E/work |
| 35 | PCC M-15 cement concrete in sub-structure complete as per drawing and Technical specifications using concrete mixture ( |
| 36 | Furnishing and placing reinforcement / prestressed cement concrete RCC M-25 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using batching plant, transit mixer and concrete pump. |
| 37 | Furnishing and placing reinforcement / prestressed cement concrete RCC M-30 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using using batching plant, transit mixer and concrete pump. |
| 38 | Furnishing and placing reinforcement / prestressed cement concrete RCC M-30 in super-structure complete as per drawing Technical specifications height upto 5 mtr using using batching plant, transit mixer and concrete pump. |
| 39 | Supplying, fitting and placing HYSD bar reinforcement in sub_x0002_structure complete as per drawing and Technical Specifications. |
| 40 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 41 | Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. |
| 42 | Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications |
| 43 | Providing, Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects. (As per Dewatering Plan attached) |
| 44 | Making bore and installation of pumping set for dewatering arrangements complete in all respects. as per Dewatering Plan attached) |
| 45 | Making dewatering arrangement by pumping set 4‘‘ *4‘‘ (Tractor driven) For open dewatering |
| 46 | Filling Empty cement bags with good earth and laying in position in dry condition including supply and carriage of Ec bags and good earth and cost of material such as string etc complete in all respect ( for bundh) |
| 47 | Filling Empty cement bags with good earth and laying in position in wet condition including supply and carriage of Ec bags and good earth and cost of material such as string etc complete in all respect ( for bundh) |
| 48 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates. |
| 49 | Providing weep holes in Brick masonary/plain /reinforced concrete abutment wing wall/return wall with 100 mm dia PVC pipe, Extending through the full width of the structure with slope of IV:20H towards drawing and technical specification |
| 50 | Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge, road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia,, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design ggiven in the enclosure to MOST circular No. RW/NH-33022/1/94-DO III dated 24 June 1994 as per dimension in the approved drawing and at locations directed by the Engineer, all as specified with concrete mixture. |
| 51 | Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing,watering,rolling as per specs. |
| 52 | Any Other Item Total in Figures 0.0 0.0 INR Zero Only Quoted Rate in Figures Select 0.0 0.0 Zero Only Quoted Rate in Words INR Zero Only Please Enable Macros to View BoQ information |
