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| 1 | Clearing and grubbing road land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per section 200, clause 201 of the MoRT&H Specifications for Road & Bridge works (5th Revision) including all cost i.e cost of all materials, all labour, all T&P etc complete and as per direction of the Engineer- in- charge. |
| 2 | Earth work in excavation for road works toe wall and CD works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and techinical specification including setting out dressing of section to correct line level grade & camber and loading into tippers transporting to embankment site within all lifts and lead upto 1000 mtr and utilising the surplus earth locally for road work whenevre required, backfilling the excavation earth to the extent required complete Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 300 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge |
| 3 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density for embankment construction & Clause 305, section-900 of MoRT&H Specifications for Road & Bridge works (5th Revision) |
| 4 | 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 table 300-2 and as per clause -305 of MoRT&H Specification for Road & Bridge works (5th Revision) including all cost i.e cost of all materials, all labour, all T&P etc complete and as per direction of the Engineer - in - Charge. |
| 5 | Construction of Granular sub-base by providing Grading-VI material as per table 400-2, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) |
| 6 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specification as per clause 406, section 900 and all relevant sections/ clauses of the MoRT&H Speification for road & Bridge works (5th Revision) & including all cost i.e cost of all matericals,all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 7 | Providing100*100*75mm Cobble Stone on footpath including cemeent sand mortar of 1:4 as per Drawing and Technical Specifications including cost conveyance of all materials, labour,and(T&P) required for the work etc comple and as per direction of Engineer in charge layers. |
| 8 | Dismantling of Prestressed / Reinforced cement concrete grade M-20 & above including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres as per Clause No.202 of MoRT&H specifications for Road and Bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 9 | Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 10 | Plain cement concrete M-15 inSub Structure including centering and shuttering with crushed stone aggregates 20mm size and mixed , placed in foundation and compacted as per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 11 | Providing, laying and fixing in position reinforced cement concrete 150mm dia NP4 hume pipes for utility duct on first class bedding of granular materials including pointing ends fixing collars with cement mortar 1:3 for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 12 | Supplying and fixing of Pre cast kerb stone of size 600mm x 300mm x 150mm of M-30 grade of approved make, design, colour and size made by Block making machine with proper compaction fixed in required pattern etc. complete in all respect confirming to IS 5758:1984 including cost, conveyance and taxes of all materials, cost of all labour, T&P etc. complete as per the direction of the Engineer-in-charge. |
| 13 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting , 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67. |
| 14 | 80 cm x 60 cm rectangular (Informatory Sign) |
| 15 | Cautionary signs triangular (900mm equilateral trinagle) |
| 16 | 90cm high Octagon ( Stop Sign) |
| 17 | Circular 600mm dia |
| 18 | Earth work in excavation for road works toe wall and CD works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and techinical specification including setting out dressing of section to correct line level grade & camber and loading into tippers transporting to embankment site within all lifts and lead upto 1000 mtr and utilising the surplus earth locally for road work whenevre required, backfilling the excavation earth to the extent required complete Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per section 300 & all relevant sections/ clauses of Specification for road & bridge work of MoRT &H (5th Revision) & direction of Engineer in charge |
| 19 | Providing, filling clean sand of approved quality in road work for construction of drainage layer and foundation trenches of structures in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 20 | Plain cement concrete M-15 inSub Structure including centering and shuttering with crushed stone aggregates 20mm size and mixed , placed in foundation and compacted as per section 900, 1500, 1700, 2100, 2900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 21 | Reinforced cement concrete M-20compacted by vibration including curing for 14 days as per Section 900, 1500,1700,2100 & all relevant sections/ clauses of MORT&H specifcation and cost, conveyance of all materials, royalities with all labour, all T&P required for the work etc complete in all respect but excluding the cost and conveyance of M.S Rod or TOR steel and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending ,bindind and tying the grills and placing in proper position and as per specification and direction of the Engineer- in- charge. |
| 22 | In foundation |
| 23 | In Sub-structure |
| 24 | In superstructure |
| 25 | Supplying, fitting and placing uncoated HYSD bar reinforcement of primary steel producers such as SAIL/TATA/RINL/JINDAL STEEL/ SHYAM STEELetc. including cutting, bending and binding as per drawing and technical specification as per section 1600, section 900 and all relevant sections/ clauses of the Mort&h specification for road and bridgeworks of Ministry of Road Transfport& Highway (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P etc complete in all respect and as per direction of the Engineer- in- charge. |
| 26 | Providing weep holes in brick masonry / plain or RCC /abutment / wing wall , retaining wall/ toe wall with 100mm dia AC pipe extending through the full width of structure with slope of 1V : 20H towards draining face complete as per drawing and technical specification as per Clause - 2706 of MoRT&H Specition for Road & Bridge works (5th Revision) & Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. |
| 27 | Providing HCI gratings @ 2m interval (Size-0.3mx0.3m) ncluding all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect and as per direction of the Engineer- in- charge. Please Enable Macros to View BoQ information |
