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| 1 | 460.00 mtr length BT Road |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of trees dead or cut earlier stacking serviceable material for reuse or auction within the road land & disposal of all unserviceable material up to a lead of 1000m including removal top 150mm thick organic soil away from the road land as per Clause no. 201 of MoRT&H specification for Road & Bridge works (5th revision) including cost of all labour, Hire Charges of Plants & Machineries, all contingencies, T&P etc required for the work complete in all respect & as per direction of Engineer- in- Charge. |
| 3 | Loosening minimum 150mm thick, levelling Compacting original ground supporting embankment to facilitate construction of earthen embankment, sprinkling water to OMC and compacting by rolling so as to achieve minimum required, density table 300-1, 300-2 in embankment construction as per technical specification Part I / II under Cl. 303 & 112 table No.- 300-1 of specification for road and bridge works MORT&H (5th revision) complete including full compensation of all operations, all inclusive costs, contigencies, incidentals involved for the finished defect free item of work complete to specification as per direction of Engineer or his representative to satisfaction. |
| 4 | Construction of Embankment with approved material obtained from borrow pits with all lift and leads, transporting, to site by mechanical means within a lead of 10kms spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT & H Speciefication for Road & Bridge works. |
| 5 | Filling Berm For road work with moorum. Complete including rolling with PRR including cost of all labour and hire charges of T & P materials required for the work as per specification and direction of Engineer in charge, cost & conveyance all taxes of sand and moorum. |
| 6 | Supplying, providing, laying in approved layer thickness rto line grade cross section and constructing Granulqar Sub-Base coarse graded II as shown in the drawing using crushed strone aggregate conforming to grading specified in Table 400-1 & 400-1 A & in accordance with physical requirement in BS 812 part III Technical specification part 1/II of specification for road and bridge works MORT&H(4th revision) spreading the same with motor grader of adequate capacity with hydraulic controlled blades & compacting the same with vibratory roller of minimum 80 to 100 KN static weight or of requivalent capacity to achieve minimum required density including full compensation too all operationws involed for finished defect free item of work. |
| 7 | Supplying, mixing, providing laying in approved layer thickness to line, level grade & slope and constructing as per approved working drawing and approved mix design of Wet Mix Macadam (WMM) with different grades of materials mentioned in table (400-10 & 400-11) & Technical specification part I / II Cl. 406 and its related sub-clauses along with Cl. 112 of specification for road and bridge work MORT&H (4th revision), including mixing in approved mixing plant with arrangement for controlled addition of water and transporting the mix from the plant to site by trucks /tippers and unloading the same to the hopper of the self propelled sensor paver, paving the same compacting by vibrating roller of minimum 80 to 100 kn static weight or of equivalent capacity to achieve minimum required density complete including full compensation all operations, all inclusive costs, contigencies, incidentals involved for finished defect free item of work complete to specification as per direction of Engineer or his representative to satisfaction. |
| 8 | Supplying, providing spraying qand applying Prime Coat over prepared surface of granular base with bitumen emulsion heated in bgoiler fitted with spray set including cleaning of road surface with mechanical broom MORT&H specification :Clause 502,primer @ 6-9 Kg/10 sqm with a self propelled bitumen pressure sprayer uniformly at the specified temperature complete as per technical specification (partI/II)Cl.502 along with Cl.112 of specification for road and bridge work and as didected by the engineer or his representative including full compensation to all operations,all inclusive costs contingency & incidentals involved for finished defect free item of work complete to specification. |
| 9 | Supplying, providing, laying to approved layer constructing Bituminous Macadam as per approvede job mix formula with bitumen of 60/70 grade over a dust free cleaned prepared primed /tacked surface blending different sizes and quantities with required quantities of crushed strone aggregates mixing ingredients with designed quantity of bitumen at the required temperature heating & mixing uniformlyin the approved hot mix plant capable of producing a mix formula technical specification partI/III of specification for road and bridge works MORT&H specification (4th revision) sections 500,900,100 and its rewlated clauses & sub clauses and table and transporting the hot mixed materials through tipper of adequater capacity to the work site and unloading the same into the hopper of censor paver. |
| 10 | Providing and appiying Tack Coat with bitumen emulsion using emulsion pressure distributor @ 0.4Kg/Sqm on the prepared bituminous granular surface cleaned with mechanical broom (MORT&Hspecification (4th revision) clause 503)conforming to IS 8887 for superimposition of approved bituminous mix with the help of a self propelled hot bitumen pressure sprayer to spread the hot bitumen uniformly over the cleaned prepared dust free surface at specified quantity as per technical specification(part-I/III and under Cl.503 Cl.112 of specification of road and bridge work including full compensation to all operation all involved for finished defect free item of work complete to specification as per direction of Engineer in charge or his representative to satisfaction. |
| 11 | Providing and laying Semi Dence Bituminous Concrete with batch type hot mix plant using crushed agreegates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired comaction as per Clause 508 of MORT&H specification for road and bridge works (4th revision) |
| 12 | Providing and laying of hot applied thermo plastic compound 2.5mm thick including reflectorsing glass beads @ 250 gm/Sqm thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35. Clause No. 803 of MORT&H specification for Road and Bridge works (Latest Revision) including cost of all materials, labour, labour cess, royalties, conveyance, applicable taxes and T&P etc.complete in all respect but excluding GST and as directed by Engineer-in-Charge. |
| 13 | Providing Flank Dressing to proper camber including cost of all labour excavating,transporting within initial lead & lift T&P etc. Complete as per direction of Engineer in Charge. |
| 14 | 05 Nos. 900 mm dia NP-4 HP Culvert |
| 15 | Earth work in excavation in foundation and plinth in stoney earth and gravels mixed with stone and boulders not exceeding 0.014 cum in volume within an initial lift of 1.5m including dressing the sides and levelling the bed & depositing the excavated materials away from the site within an initial lead of 50 M including cost of dewatering, cost of all labour, sundries, Tools & plants etc. but excluding GST complete as per direction of Engineer-in-charge. |
| 16 | Supplying & Filling river sand well watered and rammed in layers not exceeding 23 c.m in depth with all lead and lift, including cost, conveyance, loading, unloading, stacking,royalties of all materials, cost of all labour, sundries, T&P required for the work but excluding GST etc. complete in all respect as directed by the Engineer- in -charge. (Measurement will be taken on finished compacted section only) |
| 17 | Providing and laying Plain Cement Concrete of proportion (1:3:6) in foundation using cement, 40 mm size crusher broken H.G. Metal and screened & washed sharp river sand for mortar of approved quality & from approved quarry including hoisting, lowering and laying concrete to the required level, ramming, watering & curing etc complete to required levels, laid in layers not exceeeding 15cm thick in each layer including cost, conveyance, loading, unloading, royalties of all materials, cost of all labour, Sundries, T&P required for the work including shoring, shuttering and dewatering (if required) including hire and running charges of water pump required for the work etc but excluding GST complete in all respect as directed by the Engineer-in-charge. |
| 18 | Laying 900mm dia Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material/ PCC M15 in single/ Multiple row(s) including fixing and jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets, as per section 2900 of Specification for road & bridge work of MORT&H (4th Revision) & as directed by the Engineer in charge. (Single Row) |
| 19 | Providing and laying plain cement concrete (1:2:4) in foundation and bottom layers of flooring and drains etc.using 12 mm size black hard crusher broken granite chips of approved quality from approved quarry including mixing, lowering, laying and compacting to proper thickness, watering and curing for the required period as per direction of the Engineer in charge, including cost of all materials with all taxes and royalties, loading and unloading, conveyance, all labour, all sundries and T&P etc. complete. |
| 20 | White washing one coat with shell lime on wing wall return wall parapet wall including cost, carriage & all labour etc complete as per direction of EIC. |
| 21 | Providing colour washing 2 coats over a coat of while washing with good shall lime including cost of all labour materials T&P etc. complete as per direction of EIC. |
| 22 | Providing strong rigid, leveled and plumbed centering and shuttering to required shape and size for all kinds of RCC/PCC works in the items mentioned below wilth wooden or steel centering materials with all necessary bracing , ties and supports incluidng cost of all materials with transportailton, loading and unloading etc. and all labour,sundries, T&P scaffolding etc. but excluding GST complete in all respect as per direction of Engineer in charge. |
| 23 | Providing 6 m.m thick cement plaster in cement mortar of mix (1:4) in all height with cement and screened & washed sharp river sand for mortar and to the ceiling of the Roof Slab, Staircase, Beams, Columns, Landings, Railings, Chajja, Fins, Walls, Jally and Shelves etc. including roughening, scraping, chiseling, cleaning closed deep chipping with slurry treatment and finished smooth to all R.C.C. Surface including cost, conveyance, loading, unloading, royalties, stacking and taxes of all materials, cost of all labour,Sundries, T&P, Scaffolding, Watering & Curing etc. complete in all respect as directed by the Engineer- in- charge. |
| 24 | N.B.:- GST as applicable will be paid extra. Please Enable Macros to View BoQ information |
