Re-inviting tender of widening and strengthening of Link Road Natwal in Panchkula Distt. (Road Id 2862). (Under Nabard Scheme)

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 for safe disposal with all leads and lifts complete in all respects. Note: - The quantity of milled bituminous mix material shall be a recovery item. If milled material is found to be less than 80%, recovery of 80% shall be made.

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.

Providing and laying 150 mm 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 Sub–Base Construction of dry lean Cement Concrete M-10 sub base over a prepared sub grade 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 including cost of admixtures, 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 @ minimum 360 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 and cost 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 design attached in Section-8 and MoRT&H specification No.602. 5th edition 2013 (NS). Note: - Minimum cement contents shall 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. Note:-No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer.

Earth work excavation in ordinary soil exclusive of compensation of earth. Earth-work undressed with a combined lead upto 15 metres including breaking of clods (HSR.6.2 b)

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 meters.(HSR 6.6)

Earth filling under floors with surplus soul, excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead upto 30 metres (HSR.6.13 a)

Excavation including handling of materials, within 15 meters inclusive of cost of explosive and dressing, compressed air T&P:- Pick work (HSR 7.1)

Cement concrete 1:6:12 with stone aggregate 40mm nominal size in foundation and plinth. (HSR 10.32)

Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth.(HSR 10.39)

Conglomerate floor 40mm thick cement concrete topping 1:2:4 (HSR 14.9)

Cement Concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work for slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering, lain in position, complete in all respects extra over item Nos.10.79 to 10.94, if 1:1½:3 mix is used. Instead of 1:2:4 (HSR. 10.82 + 10.95a)

First class brick laid in cement sand mortar 1:4 in foundation and plinth.(HSR.11.4)

Squared rubble masonry coursed (coursed rubble) in foundation and plinth in cement mortar 1:6 (HSR 12.24+ note)

12 mm thick cement plaster 1:4. (HSR.15.5)

Cement pointing 1:2 deep variety on brick and tile work.(HSR.15.60)

Cement pointing raised 1:2 on stone walls(HSR 15.67)

Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete in all respect. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameter as actually used in work, excluding overlaps, wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement (HSR 18.22).

Providing, lowering, cutting, jointing and testing 600 mm dia RCC pipe Class NP-3 as per IS 458-2003 with Spigot and socketed joints manufactured with ISI marked Sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked , anti-termite as required at site , into trenches, for all depths and laying out the same to correct alignments, gradients and levels including dressing and trimming and cutting of concrete beds and sides of trenches , if required , Jointing with rubber rings in trenches and jointing with 1:1 ½ cement sand mortar and with end dowels filled with 1:1 ½ cement sand mortar and finishing the joints at angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in (HSR item No 29.38, 29.44, 29.45 & 29.46) including cartage , loading and unloading complete in all respects. 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.

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

Providing and installing shoulder mounted direction signage of various sizes using non-metallic micro prismatic retro reflective sheet conforming to IRC-67-2012 type IV, HIP specification fixed on 3 mm thick Aluminium composite panels as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides supported on single or two nos, Mild steel pipe post 80 mm NB medium class 4 mm thick embedded in M-20 grade concrete foundation of size (450 mm X 450 mm X 600 mm) / (600 mm X 600 mm X 750 mm) complete as per drawings Technical specification and as directed by Engineer-in-Charge. Size 1200mm x 900mm.

Providing and installing shoulder mounted direction signage of various sizes using non-metallic micro prismatic retro reflective sheet conforming to IRC-67-2012 type IV, HIP specification fixed on 3 mm thick Aluminium composite panels as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides supported on single or two nos, Mild steel pipe post 80 mm NB medium class 4 mm thick embedded in M-20 grade concrete foundation of size (450 mm X 450 mm X 600 mm) / (600 mm X 600 mm X 750 mm) complete as per drawings Technical specification and as directed by Engineer-in-Charge. (Size 600 x 450 rectangular)

Providing & fixing retro reflective hazard marker confirming to IRC79: 1981 of size 900 x 300 mm with back support of M. S. angle 25 x 25 x 3 mm and post of 50 x 50 x 5 mm, 1500 mm high embedded into 0.3 x 0.3 x 0.3 m M20 grade concrete as per site requirements, using non-metallic micro-prismatic retro reflective sheet confirming to IRC: 67-2012 type XI specification fixed on 3 mm thick aluminium composite. Material sheet as base board with pressure sensitive adhesive having 0.5 mm thick Aluminium on both sides.(of reputed make such as Array Dennisson/3M)

Providing & Marking centre line/ side line 2.5mm thick (minimum) with hot applied thermo plastic road marking paint 10 cms wide complete in all respect such as finishing 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 meticulously followed. The minimum thickness specified is exclusive of surface of glass beads of 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 no., manufacturing date of the material to be used and get approved the same from Engineer-in-Charge before use.

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 Milled material @ Rs.1185.10/- P.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.

1st year Maintenance as per bidding document@ 60264.00

2nd year Maintenance as per bidding document@ 60264.00

3rd year Maintenance as per bidding document@ 60264.00

4th year Maintenance as per bidding document@ 60264.00

5th year Maintenance as per bidding document@ 60264.00

6th year Maintenance as per bidding document@ 60264.00

7th year Maintenance as per bidding document@ 60264.00

8th year Maintenance as per bidding document@ 60264.00

9th year Maintenance as per bidding document@ 60264.00

10th year Maintenance as per bidding document@ 60264.00

Item no- 28 to 37 Note- The bidder is not required to quote his rate for routine maintenance. The rates of routine maintenance as indicated in the bill of quantities are to be considered for financial evaluation and determining L-1 contractor irrespective of rates quoted by the contractors. If the rates 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 as per chapter eleven of rural road in manual (IRC-SP-20-2002). Note:- If any discrepancy found in the unit/ Nomenclature in the items of BOQ. The Nomenclature of HSR/ MoRT&H shall be applicable.

Note- 1. The item for which no rate or price has been entered it will not be paid for the Employer when executed and shall be deemed to be covered by the other rates and prices in the Bill of Quantities (Refer: ITB Clause 13.2 and Part I General Condition of Contract 39.3). 2. Unit rates and prices shall be quoted by the bidder in Indian rupees [ITB Clause 14.1].

INDER PAL AND COMPANY