Various Road under the jurisdiction of Jagadhri Provl Division PWD BnR in Yamuna Nagar District (By providing CC M-40) ( NABARD RIDF-XXVI)

Amount

Milling of distress bituminous layer upto 20mm depth in a single pass with suitable milling machine (capable of milling @ 200-300 sqm area per Hr.) fitted with loading conveyor for loading the milled material directly on the trucks i/c hauling and stock piling the reclaimed material near the central recycling plant or reclaiming to bring to required specification to reuse with the approval of Engineer-in-Charge for safe disposal with all leads and lifts complete in all respects. Note :- The unutilized quantity of reclaimed bituminous mix material shall be a recovery item. If milled material is found to be less than 80% recovery of 80% shall be made.

Milling of distress bituminous layer upto 70mm depth in a single pass with suitable milling machine (capable of milling @ 200-300 sqm area per Hr.) fitted with loading conveyor for loading the milled material directly on the trucks i/c hauling and stock piling the reclaimed material near the central recycling plant or reclaiming to bring to required specification to reuse with the approval of Engineer-in-Charge for safe disposal with all leads and lifts complete in all respects. Note :- The unutilized quantity of reclaimed bituminous mix material shall be a recovery item. If milled material is found to be less than 80% recovery of 80% shall be made.

Dismantling of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or desired by Engineer (NS)

Earth work excavation in ordinary soil exclusive of compensation of earth work undressed with all lead and lift including breaking of clods. (HSR 6.2 b), and re-compact the same on berms’ including laying, dressing, watering & rolling.

Preparation of sub grade including trenching, rough dressing of spoil, final dressing of earth, to given levels and camber, watering, rolling with road roller, and compacting the bed (HSR 24.1) Note:-In widening portion sub grade will be prepared with the use of Baby roller (HSR 24.1) or width of excavation should be made sufficient wide to accommodate road roller. Extra width required for compaction of sub grade shall not be paid and its expenditure shall be in incidental to the work.

Providing and laying 150mm thick granular sub base consisting of drainage layer confirming to Table 400.1 Grading-VI of MoRT&H 5th edition, 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 surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1.Only crushed 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 in writing.

Providing and laying 100mm thick Dry Lean Cement Concrete M-10 sub base over a prepared granular sub-base/base with coarse and fine aggregate conforming to IS 383 the size if course aggregate not exceeding 25 mm aggregate cement ratio not to be exceed 15:1 aggregate gradation after blending to be as per table 600-1of MoRT&H specification (5th edition) cement content not to be less than 150 kg/ cum optimum moisture content to be determined during trail length construction, concrete strength not to be less than as 10 MPA at 7 days mixed in the batching plant transported to site laid with a paver compacting with 5-10 tonne vibratory roller, finishing and curing as per clause 601 of MoRT&H specification (5th edition ) 2013. Note: - If cement contents are required more than 150 Kg. per cum to achieve strengthening it will be incidental to work and nothing shall be payable on this account.

Providing and laying 230mm cement concrete of un-reinforced, dowel jointed, plain cement concrete pavement M-40 over a prepared sub base with 43 grade cement @ minimum360 Kg. per cum, coarse and fine aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and MoRT&H specification No.602. 5th edition 2013 (NS) Note: - Minimum cement contents shallqanl be 360 Kg. per cum of concrete. If job mix formula required more it shall be incidental to work and nothing shall be payable on this account.

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. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section attached at DNIT at Section -9. Note:- No earth work will be allowed to be taken from PWD B&R/ROW except for surplus earth after approval from Engineer.

Pavement Marker (Cat Eyes) Moulded shank raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing internal reflection of the light entering the lens face and shall support a load of 16000 KG tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular No. W/NH/33023/10-97-DO III dt. 11.06.1997. The height width and length shall not be exceed 50mm, 100mm and 100 mm and with minimum reflective area of 13 Sqcm. On each side and the slope to the base shall be 35+/- degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/- mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer (of reputed make such as Avery Dennison/3M)

Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10 Cms wide/ 15cm wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 803 of MORT&H specification for road and bridge works (5th revision) of 2013/ Latest edition. Each container of the thermoplastic material shall have the name trademark or other means of identification of manufacturer, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermoplastic paint material shall be of Asian Paint-Apcomark/Berger-Sigmarc/Prismo. The glass beads shall be of Potters/Sovitec/Fleolite. The thermoplastic material shall be sampled and tested in accordance with appropriate ASTM/BS method. The contractor shall furnish to the Engineer-in-Charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirement of the specifications. The reflectorzing glass beads shall meet the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be meticulou8sly followed. The minimum thickness specified is exclusive of surface of glass beads the method of thickness measurement shall be in accordance with appendix B and C of BS:3262 (part-3). 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.

Providing & fixing public information board consisting of 75mm GI Pipe of size 2.45m x 1.15m with 900mm x 900mm GI sheet 16 gauge connected/ welded with 5mm thick steel plate of 50 mm duly painetd as per cloumn mentioned in the Drawing and fixing at site in 60x60x75cm cement concrete 1:2:4 block complete in all respect.

Reinforced cement concrete 1:2:4 Kilometer stone of standard design, fixed in position, including finishing including painting (HSR 10.129+16.75 a) i) Ordinary Kilometer stone

Providing & fixing Reinforcement cement concrete 1:2:4, 200mtrs stone of standard design fixed in position including fixing painting and lettering.

Reinforced Cement Concrete 1:2:4 studs of standard design, fixed in position, i/c finishing with exterior paint & primer coat & one 100mm wide retro reflective prismatic band consisting of 3mm ACP having high intensity micro prismatic sheeting confirming to IRC: 67:2012 on it duly fixed with 5 numbers 2” long screws with roller plug complete in all respect as per drawing in Section-9. Note:- The Bidder is not required to quote his rate for routine maintenance. The routine maintenance. as indicated in the bill of quantities are to be considered for financial evaluarion and determining L-1 contractor irrespective of rates quoted by the contractos. If the rate quoted by the contractor differ from fixed rates, then it will not be considered and base rates as fixed in the DNIT will be considered. However, the total amount of L-1 will not be increased from the total amount quoted by the contractor and rebate to that extent shall have to be given by the contractor. Further the payment for routine maintenance to the contractor shall be regulated based on his performance of maintenance activities as per chapter eleven of rural road in mannual (IRC-SP-20-2002).

ID-703 (Km. 0.00 to 2.00), (ID 703 Km, 13.00 to 14.0) & (ID 662 Km. 0.00 to 1.00) Total = 4.00 Km. Routine maintenance during 1st year after completion construction, as per item of contact data and specified condition of contact. @ Rs. 79837.00 per Km.

Routine maintenance during 2nd year after completion construction, as per item of contact data and specified condition of contact. @ Rs. 79837.00 per Km.

Routine maintenance during 3rd year after completion construction, as per item of contact data and specified condition of contact. @ Rs. 79837.00 per Km.

Routine maintenance during 4th year after completion construction, as per item of contact data and specified condition of contact. @ Rs. 79837.00 per Km.

Routine maintenance during 5th year after completion construction, as per item of contact data and specified condition of contact. @ Rs. 79837.00 per Km.

Routine maintenance during 6th year after completion construction, as per item of contact data and specified condition of contact. @ Rs. 79837.00 per Km.

Routine maintenance during 7th year after completion construction, as per item of contact data and specified condition of contact. @ Rs. 79837.00 per Km.

Routine maintenance during 8th year after completion construction, as per item of contact data and specified condition of contact. @ Rs. 79837.00 per Km.

Routine maintenance during 9th year after completion construction, as per item of contact data and specified condition of contact. @ Rs. 79837.00 per Km.

Routine maintenance during 10th year after completion construction, as per item of contact data and specified condition of contact. @ Rs. 79837.00 per Km.

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 as under :- Bituminous mix material @ Rs. 997.00 Per cum

Bituminous mix material @ Rs. 1001.00 Per cum

Bituminous mix material @ Rs. 994.00 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 material 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 than reserve price. In any discrepancy found in the unit / nomenclature in the items of BOQ. The of HSR /MoRT&H shall be applicable

vijay kansal contractor

M/s Krishana Construction Company VPO Rasulpur

Krishna Construction Co