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| 1 | Clearing and Grubbing road land including uprootingvegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, to all lead and lifts. Including removal and disposal of top organic soil not exceeding 150mm in thickness by mechanical means as per clause no. 201 of MoRD specification Rural roads-2004 |
| 2 | Milling on Bituminous Surface:Dismantling of existing damaged Bitumen surface by cold Milling Machine up to any depth and hauling the milled material up to any leadand stacking at nearest recycling Plant site (HSR 17.43.2)Note- The unutilized quantity of reclaimed bituminous mix material shall be recovery item |
| 3 | Excavation for roadwork in soil by manual/mechanical means including cutting , trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including breaking of clods and disposal within ROW as per technical clause 301 of MORT&H specifications.(HSR 17.74) |
| 4 | Earth work in excavation of foundation of structures as per drawing and technical specification, clause 305.1including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,and disposalwith all Lead and lift, dressing of side and bottom and back filling in trenches with excavated suitable material as per clause no. 305 of MoRD specification Rural roads-2004.. |
| 5 | Preparation of berms including filling of Earth work, excavation and cutting of earth in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift and including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 30 and to entire satisfaction of the Engineer of the work confirming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section. This item also includes E/W if required in sub grade for Widening and Shoulder. Earth used for sub grade, shoulder and berms should have minimum CBR 8%. Note:- No earth work will be allowed to be taken from PWD B&R/ROW except for surplus earth after approval from Engineer. |
| 6 | Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (HSR 17.5.3) |
| 7 | Providing and laying 150mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading-I of MoRD specification, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared suface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRD specification-2004. Note: - 1.Only crushed stone metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer.. |
| 8 | Providing & laying 150 mm thick (Compacted) stone metal (G-II) 63 to 45mm gauge wearing coat to water bound macadam in layer of 75mm eachusing screening type ‘B’ compacting with three wheeled power rollers of 80-100 kN capacity or tandem or vibratory of 80-100 kN static weigth to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as perclause no 405 of MoRD specification for Rural Roads-2004) as per drawing and design directed by the Engineer complete in all respects.(N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer. |
| 9 | Providing & laying 150 mm thick (Compacted) stone metal (G-III) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm eachusing screening type ‘B’ compacting with three wheeled power rollers of 80-100 kN capacity or tandem or vibratory of 80-100 kN static weigth to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as perclause no 405 of MoRD specification for Rural Roads-2004) as per drawing and design directed by the Engineer complete in all respects.(N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer. |
| 10 | Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer mix including silane at the rate of 0.60 kg/sqm using mechanical means asper Technical specification clause 502 of MoRD specification Rural roads-2004. Instructions issued from time to time by MoRD regarding bitumen emulsion will be followed strictly. Note:- Bituminous Macadam to be laid with in 24 Hrs. of laying primer coat & Tack coat does not required to be provided above the primer coat. However, if the BM is not laid with in 24 hours of laying prime coat then tack coat would have to be provided by the contractor but no payment at the same shall be made and it would be incidental to work. |
| 11 | Providing and laying surface dressingas wearing course in First coat using crushed stone aggregates of 13mm nominal size Pre-coated chipping with Bitumen @ of 1.00% weight of Chips of specified size on a layer of bituminus binder VG-10@ 0.80 kg per sqm laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications.Note:-1. The agreegated are to be laid only using automatic Chip Spreader & no manual laying is allowed. 2. The underlying Surface Cource on which Surface Dressing is to be laid shall be prepared, Shaped and Conditioned to a uniform grade, Camber and section as specified. Any depressions or Pot-Holes shall be properly made up and compacted sufficiently in advance. All pot-holes and depressions shall be filled up with a suitable premix material and rammed or rolled properly and brought to shape. Where the existing surface shows sign of fatting-up. Such portion should be rectified. This work be incidental to work. |
| 12 | Providing and laying surface dressingas wearing coursein Second coat using crushed stone aggregates of 10mm nominal size Pre-coated chipping with Bitumen @ of 1.00% weight of Chips of specified size on a layer of bituminous binder VG-10@ 0.70 Kg per sqm laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications.Note:- 1. The agreegated are to be laid only using automatic Chip Spreader & no manual laying is allowed.2. The second coat should not be applied until the first coat has been opened to traffic for 2 to 3 weeks |
| 13 | Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect.(HSR 17.69.2) |
| 14 | Manufacturing, laying of table vibrator cement concrete blocks of size 450mm X300mm X 150mm of cement concrete(C.C) M-30 grade and spreading 25mm thick sand under neath and filling joints with sand on existing base as per Technical specification Clause 1503 of MoRD specification for Rural roads 2004 |
| 15 | Providing & fixing Reinforced cement concrete M-25 grade precast 5th kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications (HSR.34.27.1) |
| 16 | Providing & fixing Reinforced cement concrete M-25 grade precast ordinary kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications (HSR.34.27.2). |
| 17 | Providing & fixing Reinforced cement concrete M-25 grade 200 meter stone of standard design as per IRC:8- 1980, fixing in position including painting and printing etc complete as per technical clause 804 of MORTH Specifications (HSR.34.27.4) |
| 18 | Providing & fixingReinforced cement concrete M15 grade boundary pillar of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting (HSR 34.28). Note: In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately. |
| 19 | Providing and fixing of typical PMGSY informatory sign board with logo as per MoRD specification and drawing.Three MS plates of 1.6mm thick, top and middle plate duly welded with S flat iron 25mmX5mm size on back on edges,25mmX25mmX5mm. The angle iron frame of the lower most plate and flat iron frme of middle plate will be welded to 2 nos,.75mmX75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmX450mmX600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX47mm of 12 SWG steel plate tube . All MS will be stove enamelded on both sides. Lettering and printing arrows, border etc. will painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.0. . |
| 20 | Providing and fixing Logo Board of PMGSY size 600×600mm diamond shape with 1 plate of size 900×250 mm made of 60 gauge sheet over frame of angle iron 25×5×3 as per PMGSY specifications & drawing, painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 |
| 21 | Providing and fixing steel plate/ steel tube citizen informatory sign boards as prescribed by NRRDA (with two information plates of 750mm x 980mm size each) & other specifications conforming to the MoRD specification 2004; all inclusive, including excavation, concrete etc. Will supply warranty for sheeting Clause 801.3.11 |
| 22 | Providing & fixing overhead sign board 3050x1525mm cantilever type single sided using retro reflectiveSheetingTypeXI asperASTMD495609 and as per IRC67-2012 with retro reflectiveSheeting asper ASTM D 4956 – 09 and as per IRC 67 – 2012 fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sidedandfixingthesamewithsuitablesizealuminium alloyrivets@200mmc/ctobacksupportframeof 40x40x6mm angle iron supported on designed single supportsystemofMSpipeandplatesintheformofa cantilevertypetrussmadewith350NBpipe@50kgper metre as vertical support, 50NB pipe @ 4.50kg per metre and 40NB pipe@ 3.61kg per metre for truss including base plates,gussetplates, designed RCC foundation for fixing in ground complete as per clause 802 of MORT&H specifications.Suppliershallprovideawarrantyasper clause 6.9 of IRC 67-2012 for retro reflective sheeting& a certifiedcopyoftestreportsfromanindependenttest laboratory including three year outdoor weathering test report for sheeting tested in India conditionconforming to clause 6.7 of IRC 67-2012. |
| 23 | Providing & fixing cautionary sign boardas per IRC 67- 2012 with using retro reflective Sheeting Class B as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC67-2012(i).600 mmEQUILATERAL TRIANGLE |
| 24 | (ii)600 mm Circular |
| 25 | (iii)600 mm x 450 mm rectangular |
| 26 | (iv)900 mm HIGH OCTAGON |
| 27 | Providing & Marking center line / side line 2.5mm thick (minimum) with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.Note: - Before start of work the contractor shall give brand, batch number, manufacturing date of the material to be used along with a photocopy of bill duly signed by the contractor and get approved the same from Engineer-In-Charge before use. (Based on HSR.34.26). |
| 28 | Providing and laying in position cement concrete 1:3:6 of specified grade with stone aggregate 20mm nominal size excluding the cost of centering and shuttering complete in all respect (HSR.6.1.4). . |
| 29 | Providing and laying in position cement concrete 1:2:4 of specified grade with stone aggregate 20mm nominal size excluding the cost of centering and shuttering complete in all respect (HSR.6.1.2). |
| 30 | Providing and laying in position ready mixed M-20 grade plain cement concrete @ 240 kg/cum with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.(HSR.6.22.2.1)(Note: - Cement content considered in this item is @ 300 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). |
| 31 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge (HSR.6.25.1).(Note: - Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix).All works above plinth level up to floor IV level |
| 32 | Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. |
| 33 | Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications 12 mm thick Plastering with cement mortar (1:3 ) (HSR 15.4) |
| 34 | Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level.Note: - Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 6.33.6) |
| 35 | Providing and laying 600mm dia reinforced cement concrete pipe NP-4 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 parapetsas per clause 2900 of MORT&H specifications. Note: - Contractor shall supply bill of manufacture of pipes. Pipes should bear name of manufacturer and ISI mark along with bill duly valid ISI certificate of manufacturer should be supply. Without these bills certificate no payment shall be released. (HSR.17.61.1) |
| 36 | Painting two or more coats on new work of cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade two or more coats on new work (HSR 11.71.1) |
| 37 | Back filling with granular Material behind abutment, wing wall and return wall complete as per drawing and MoRT&H Specification clause-1204.3.8. |
| 38 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing andand MoRT&HSpecifications (HSR.27.15)4 |
| 39 | Recovery Items:- The rates quoted against recovery items will not be included in the total amount rather it will be deducted while calculating financial statement of the agency. Material obtained from dismantling of existing brick work, bituminous layer and granular layers have beencalculated taking assumption that 80% of theoretical material will be retrieved. The dismantled material can used in any of the item for the work after modification (bringing it to required specifications) after approval from employer. In case it is not possible to use this material on the work, the agency can take away this material. This material can be taken away by the agency at the pricequoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned as under:-(i) Old Bituminious material @ 1785/-Per Cum Note:- All quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if martial after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser that reserve price. Note:- If any discrepancy found in the unit/Nomenclature in the items of BOQ. The nomenclature of HSR/MoRD shall be applicable.NOTE- It may kindly be noted that the contractor would be obligated to carry out 05 years paid maintenance as per the rates fixed in the DNIT. However, the items of 05 years maintenance shall not be part of BOQ to avoid any confusion. |
