CONSTRUCTION OF ROAD FROM NARWANA DHAKAL ROAD TO NH-71 ROAD ALONG NARWANA MINOR IN JIND DISTT.CONSTRUCTION OF ROAD FROM NARWANA DHAKAL ROAD TO NH-71 ROAD ALONG NARWANA MINOR IN JIND DISTT.

Amount

Dismantling brick or flagged stone slab flooring without concrete base. (HSR 8.28) (Dismantling of existing 80 mm IP block)

Dismantling of road including soling and wearing coat, screening, GSB, brick soiling etc. complete upto top of existing sub grade level and stacking of old serviceable material, complete in all respect (NS) Note: Dismantling upto top of sub grade (av depth 40 mm)

Construction of sub grade including trenching, rough dressing of soil, 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 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 150/100mm thick granular sub base consisting of drainage layer conforming to Table 400.1 Grading-III 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. (N.S) Note:-1. only curst 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 the engineer.

Providing and laying 100mm thick granular sub base consisting of Filter layer conforming to Table 400.1 Grading-III 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. (N.S) Note:-only curst 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 the engineer.

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 of if coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1. cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than as per ISI marked provision MPA at 7 days, mixed in a 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 200 mm cement concrete of un-reinforced, dowel jointed, plain cement concrete pavement M-40 over a prepared sub base with 43 grade cement @ minimum 400 kg per cum, coarse and fine aggregate not exceeding 25 mm, 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, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing, panel size 3.50 mtr x 4.50 mtr., Dowel bars 450mm long 32mm dia MS bar. @300mm C/C tie bars-640mm deformed bars, 2mm dia @720mm C/C, provide 125 micron PVC sheet between DLC & PQC and MoRT&H specification No. 602. 5th edition 2013 (NS) Note:- Minimum cement contents for this item will be 400 Kg. per cum of concrete as per approved job mix formula. If the cement content is more than 400 kg/cum, then the extra cement will be incidental to work and nothing shall be payable on this account.

Relaying 80mm 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 a bed of of 30 mm thick fine sand complete in all respects. (HSR 10.159, labour rate) Note:- IP block will be used as received from item no. 1 & balance blcoks will be handed over to MC Narwana.

Providing and 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 50mm duly painted as per column mentioned in the Drawing and fixing at site in60x60x75 cm cement concrete 1:2:4 block complete in all respect.

Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10cms 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. 1702 of MoRD specification . 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 .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 no. , manufacturing date of the material to be used and get approved the same from Engineer-In-Charge before use.

Earth work in excavation in foundations, trenches, etc.in all kinds of soils, not exceeding 2 metres 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 metres (HSR 6.6)

C.C. 1:8:16 with stone aggregate 40mm nominal size in foundation and plinth (HSR.10.28)

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

Cement Concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth (HSR 10.41)

Cement concrete 1:1-1/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position complete in all respects (HSR 10.82+10.95a)

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

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

Cement Pointing 1:2 deep variety on brick & tile work(15.60)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade more for RCC work, where not included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights/depths/storeys/basements etc. 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 method for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.

Providing & Fixing PVC pipe 6 Kg. pressure of ISI mark in cement mortar during masonry work. (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-Charge. (HSR 13.89). Note:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. (a) 100mm dia PVC pipe 6 kg. pressure.

Providing and fixing PVC Bend ISI Mark. (Note:- Reputed make PVC Bend such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. (HSR 13.90). Note:- The agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token or proof of purchase of material. (a) 100 mm dia PVC Bend.

Providing, lowering, cutting, jointing and testing 600mm 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 , antitermite 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.

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:- (i) WBM @ Rs. 795.62 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