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| 1 | Clearing and Grubbing Road land including uprooting vegetation, 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 lead and stacking at nearest recycling Plant site (HSR 17.43.2) Note- The utilized quantity of reclaimed bituminous mixed material shall be recovery item. |
| 3 | 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) |
| 4 | Preparation of berms including filling of Earth work, excavation and cutting of earth in all kind of soil 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 of earth taken from private land, fields etc. and campacted 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 1st 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. |
| 5 | Construction of Bio enzyme based soil stabilised layer-I to a required thickness 100 mm as per manufacturer design with ripping the existing crust 50 mm and adding 50mm of borrow soil with local soil material/gravel/murram, having minimum CBR 8% and treating it with TerraZyme in the ratio 1 liter for 15 cum soil, spreading in uniform layer with tractor grader on prepared surface. Mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification include all labour, materials, like soil and metal equipment\"s etc., complete. As per the directions of the Engineer incharge of the work.Note: - The work to be executed in the presence of representative of technology provider. |
| 6 | Construction of Bio enzyme based soil stabilised layer-II to a required thickness 100 mm as per manufacturer design by mixing of 30% of 40mm stone and 70% of borrow soil with local soil material/gravel/murram, having minimum CBR 8% and treating it with TerraZyme in the ratio 1 liter for 15 cum soil, spreading in uniform layer with tractor grader on prepared surface. Mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification include all labour, materials, like soil and metal equipment\"s etc., complete. As per the directions of the Engineer incharge of the work.Note: - The work to be executed in the presence of representative of technology provider. |
| 7 | Providing & laying 75/225 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. |
| 8 | 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 as per 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 within 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. |
| 9 | Providing and applying Tack coat of VG 10 (80/100 grade) bitumen using bitumen @ 0.25 kg per sqm including clearing and blowing dust off the surface using a compressor and brooms conforming to clause 503 of MoRD specification-2004.Instructions issued from time to time by MoRD regarding bitumen VG-10 will be followed strictly. |
| 10 | Pdg. & laying 50mm BM using the reclaimed material to the extent of 30% of the required quantity, hauling and stockpiling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in Drum type hot mix plant, with appropriate arrangement for use of R.A.P., transporting and laying at site with hydraulic paver finisher with sensor control to the required gradeand compacting to the required grade level and thickness with appropriate rollers all as specified in clause 519 (5th Revision) of 2013 using bitumen VG-30. (Minimum Bitumen\"s 3.40% i/c bitumen of retrieved material as per job mix formula) complete in all respect. Note: -1. The milled material to be used in BM shall be minimum 80% of the theoretical quantity of milled material 2. If bitumen required more than 3.40% as per job mix formula no extra payment will be paid extra bitumen required will be considered as incidental to work.3. Before carrying out bituminous work, coating & Stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti-stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and noting extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-Charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. |
| 11 | Providing, laying and rolling of open- graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous Drum type of Hot mix plant of appropriate capacity not less than 75 tonne per hour, with bituminous binder VG-10@ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause510 of MoRT&H specifications. (Based on HSR 17.33.1)Note: - Before carrying out bituminous work, coating & Stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti-stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and noting extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-Charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. |
| 12 | Providing and laying \"B\" type seal coat with VG-10 grade bitumen @ 0.68 kg per sqm of road excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified/desirable value of compaction as per direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect as per clause 510 of MoRD specification for rural roads 2004. |
| 13 | Removal of existing IPB by manual means and disposal of dismantled material with all lifts and up to any lead as per technical specification clause 202.3 (HSR 17.70) |
| 14 | Relaying of available (removed and stacked) Interlocking paver block Pavement having thickness 80 mm as per drawings and Technical Specification Clause 1504 (HSR 17.71) |
| 15 | Providing and laying of cement concrete blocks of size 0.450m x 0.300 m x 0.15 m of cement concrete (C.C) M30 grade and spreading 25 mm thick sand underneath filling joints with sand on existing W.B.M/G.S.B base as per technical specification clause 1503 (HSR 17.66.1) |
| 16 | Providing and laying 80mm thick ISI markedinterlocking 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 30mm thick fine sand complete in all respect. (HSR 17.69.2) |
| 17 | Demolishing cement concrete Pavement or leaner mix (i/c equivalent design mix) by mechanical means including disposal of material within any lead as per direction of Engineer-in-charge. (HSR 5.23.2) |
| 18 | Providing & fixing Reinforced cement concrete M-25 grade precast 5th km stone of standard design as per IRC:8-1980, fixing in position including painting and printing etccomplete as per technical clause 804 of MoRT&H specifications (HSR 34.27.1) |
| 19 | 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 MoRT&H specifications (HSR 34.27.2) |
| 20 | Providing and 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 MoRT&H specifications (HSR 34.27.4) |
| 21 | Reinforced cement concrete M 15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.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. (HSR 34.28) |
| 22 | Providing and fixing Hazard marker sign board 300x900mm rectangular as per IRC 67-2012 with using retro reflective Sheeting Class B as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having 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 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m 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 from an independent test laboratory including three-year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 (HSR.34.19.2) |
| 23 | Providing & fixing cautionary sign board as per IRC 67-2012 with using retro reflective sheeting class B as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having 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 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 IRC 67-2012.(i) 900x900x900mm triangular (HSR 34.4.2) |
| 24 | 600 mm Circular (HSR 34.7.2) |
| 25 | 800mm x 600 mm rectangular (HSR 34.8.2) |
| 26 | 600 mm x 450mm rectangular (HSR 34.9.2) |
| 27 | 600 mm Equilateral Triangle (HSR 34.5.2) |
| 28 | 900 mm High Octagon |
| 29 | 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 |
| 30 | 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 MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos,.75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be 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 1700.1. |
| 31 | 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 |
| 32 | Providing and fixing of typical PMGSY maintenance 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 25mm x 5mm size on back on edges 25mmx25mmx5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos,.75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be 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. |
| 33 | Providing and fixing overhead sign board 3050x1525mm cantilever type single sided using retro reflective sheeting Type XI as per ASTM D 4956 09 and as per IRC 67-2012 with retro reflective sheeting 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 40x40x6mm angle iron supported on designed single support system of MS pipe and plates in the form of cantilever type truss made with 350NB pipe @50 kg per metre as vertical support, 50 NB pipe@ 4.50 kg per metre and 40NB pipe @ 3.61 Kg Per metre for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 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 from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012. |
| 34 | Providing & Marking center line / side line 2.5mm thick (minimum)with hot applied thermo-plastic compound with Reflectorising Glass beads on Bituminous Surface providing and laying of hot applied thermoplastic compound 2.5mm 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 no. , 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) |
| 35 | Earth work in excavation of foundation of structures as per drawing and technical specification, clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, anddisposal uptoa lead of 50 m, dressing of side and bottom andbackfilling in trenches with excavated suitable material as per clause no. 305 of MoRD specification Rural roads-2004. |
| 36 | 12 mm thick Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications (HSR 11.5.2) |
| 37 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering1:4:8 (1 cement: 4 Coarse sand (zone-III): 8 graded stone aggregate 40mm nominal size) (HSR 6.1.6) |
| 38 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering CC 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded cum stone aggregate 20 mm nominal size) (HSR 6.1.2) |
| 39 | Providing and laying in position ready mixed plain cement concrete 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. M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum) (HSR 6.22.2.2)Note: - 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. |
| 40 | Brick work with common burnt clay non modular bricks of class designation 10.5 in foundation and plinth in cement mortar 1:4 (HSR 7.21.1) |
| 41 | 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 parapets as 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) |
| 42 | 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 been calculated 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 price quoted by the agency but minimum price to be quoted is limited to reserve price as fixed and mentioned under: -(i) Bituminous material @ Rs. 1722/- Per CumNote: - 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 priceNote: - If case of any difference in the unit of Nomenclature of any of the HSR/MORD items depicted in this DNIT and that given HSR, the unit and nomenclature given in 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. |
