Improvement of road by way of Wdg and Stg on various roads under Provincial Division No 1 PWD BandR Rohtak in Rohtak District. 1 Bahu Akbarpur to Lahli 2 Meham Bye Pass

Amount

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, but 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. 305and 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.

Milling of distress bituminous layer upto 70mm depth in single pass with suitable milling machine (capable of milling @200-300 sqm area per Hr.) fitted with 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 resue with the approval of Engineer-in-Charge for safe disposal with all leads and lifts complete in all respects. Note I - The unutilized quantity of reclaimed bituminous mix material shall be a recovery item

Milling of distress bituminous layer upto 20mm depth in single pass with suitable milling machine (capable of milling @200-300 sqm area per Hr.) fitted with 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 resue with the approval of Engineer-in-Charge for safe disposal with all leads and lifts complete in all respects. Note I - The unutilized quantity of reclaimed bituminous mix material shall be a recovery item

Providing & laying 75/150mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT& H specifications for road & bridge (5th Revision) of 2013 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.

Providing and applying primer coat with bitumen emulsion (S.S grade-1) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 Kg/Sqm using mechanical means as per MoRT&H specification for road & bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects as per clause No.502. (N.S.)

Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg per sqm on the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No. 503 (5th edition) 2013 as per MoRT&H specification (NS)

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 grade and compacting to the required grade level and thickness with appropriate rollers all as specified in clause 519 (5th Rev7ision) of 2013 using bitumen VG-30. (minimum Bitumen's 3.40% i/c bitumen of retrieved material as per job mix formula ) Note: - 1. 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. Job mix formula shall be approved by S.E incharge in writing before start of work. 2. Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping to bitumen aggregate mix is less than 95%, anti-stripping agent will be used by the 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 nothing 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.

Providing and laying 20mm thick premix carpet (PC) excluding cost of tack coat @1.46 Kg per 10 Sqm with mixed material brought from drum type Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified value of compaction and direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect. i/c cost of Bitumen VG-10 grade as per clause 510 MoRT&H specification (5th edition) 2013 (NS). 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 to bitumen aggregate mix is less than 95%, anti-stripping agent will be used by the 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 nothing 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.

Providing and laying ‘B’ type seal coat with VG-10 grade bitumen 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 511 and 510.1.3 of MoRT&H specification (5th edition) 2013 (NS).

Dismantling of existing 100mm IPB i/c transporting and stacking usable block (HSR 8.2 b)

Providing and laying 150mm thick granular sub base consisting of filter layer confirming 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. 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.

Dismantling cement concrete plain 1:2:4mi (HSR 8.6 d )

Labour for laying of old 80mm thick ISI Marked interlocking paver block conforming to IS 15658: 2006 /IRC SP: 63-2004 of all shades and colours in design mix cement M-40 over a bed of 30mm thick fine sand complete in all respect (HSR-10.159) Labour Only

Providing and laying 800mm 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 30mm thick fine sand complete in all respect (HSR-10.159)

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)

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

Cement Concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth (HSR10.39)

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

Cement concrete 1:1½:3 with stone aggregate 20mm nominal size in first storey upto 4 metres above plinth level. (HSR 10.60)

First class brick work laid in cement sand mortar1:5 in foundation and plinth. (HSR 11.3)

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

Brick on edge flooring laid in cement mortar 1:4 on 75mm cement concrete 1:8:16 & 100mm sand filling & cement pointed 1:2 on top (HSR 14.23)

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 concrete 1:1½:3 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 centering and shuttering, laid in position complete in all respect extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4. {HSR 10.82 + 10.95 (a)}

Cold twisted deformed (Ribbed/Tor Steel) bars for RCC, works, where not included in the complete rate of RCC including bending, binding and placing in position complete. (HSR 18.22).

Providing, lowering, cutting, jointing and testing RCC pipe class NP-3 as per IS 458-2003 with Spigot & socketted joints manufactured with ISI marked sulphate Resistance Cement as per ISI 12330 with rubber rings ISI marked, antiternmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gridlents 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 1:1.1/2 cement sand mortar and with end dowels filled with 1:1.1/2cement sand mortar and finishing the joints at an 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. The internal diametric of 600 mm dia (HSR 29.96 (v))

Cement concrete 1:8:16 with brick ballast 40mm nominal size in foundation and plinth (HSR 10.26)

Plastering on walls 12mm thick cement plaster 1:6 (HSR 15.7)

Plastering on wall 15mm thick cement plaster 1:6 on the rough side of single or half brick wall (HSR 15.12)

Cement concrete flooring Conglomerate floor 25mm thick cement concrete topping 1:2:4 (hsr 14.8)

Providing & laying Reinforced Cement concrete 1:2:4 5th kilometer stone of standard design as per fixed in position including finishing and painting and writing etc (HSR 10.129(i))+16.75 b (i))

Reinforced cement concrete 1:2:4200 mtr. stone of standard design, fixed in position, including finishing and painting. (NS)

Providing and marking centre line / side line 2.5 mm thick (minimum) with hot applied thermoplastic road marking paint 10cms wide complete in all respects as furnishing all labour, materials, tools, equipments including all incidental costs necessary for carrying out in work at site conforming to the technical specification as clause No. 803 of MORT&H specification for road & 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 requirements 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 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.

White washing three coats (HSR 16.48)

Providing and fixing of shoulder mounted sign boards of various sizes using non-metallic micro prismatic retroreflective sheet conforming to IRC: 67 -2012 type lV HIP specification fixed on 3 mm thick Aluminium anel,having 0.5 mm thick Composite Aluminium on both sides supported on Mild Steel Pipe leg post 80mmNB,1.6mm thick duly painted in alternative color of black and white embeded M-20 Grade concrete foundation of size 450mm x 450mm x 600mm, complete as per drawings, Technical Specifications and as directed by Engineer-in-Charge. (i) 600mm Equilateral Triangle

(ii) 900mm High Octagon Stop sign

Pavement marker (Cat Eyes) molded shank raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total 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 specification of category A of MORTH circular No.RW/NH/33023/ 10-97-DO IIIdt. 11.06.1997. The height, width and length shall not exceed 50mm, 100mm and 100mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and hieght not less than 30 +/- 2mm) 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 manufacture's recommendation and complete as directed by the engineer (of reputed make such as 3 M etc.)

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 cloumn 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 Aluminum composite panels as base board with pressure sensitive adhesive having 0.5 mm thick Aluminum 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 (600 mm X 600 mm X 600 mm) complete as per drawings Technical specification and as directed by Engineer-in-Charge. size 1200mm x 900 mm

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 bituminous layer 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) Old Bituminous material @ Rs.1250/- 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.

Maintenance:- Rate of item No. 41 to 45 Not to be quoted by agency 1st year Maintenance as per general condition of contract data routine @ Rs. 31926 per year

2nd year Maintenance as per general condition of contract data routine @Rs. 95778 per year

3rd year Maintenance as per general condition of contract data routine @Rs. 127704 per year

4th year Maintenance as per general condition of contract data routine @Rs. 159631 per year

5th year Maintenance as per general condition of contract data routine @Rs. 223482 per year 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 contractor. If the rates quoted by the contractor differ from fixed rates, then it will not 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 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.

Marshal Infradevelopers India Pvt Ltd

VINOD SAHARAN CONTRACTOR