Improvement of Israna to N.C. College via Jondhan Khurd Road (Road ID- 8975 plus 8207) in Panipat Distt under NABARD RIDF-XXVI Scheme. (Re-invited)

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 I:- The unutilized quantity of reclaimed bituminous mix material shall be a recovery item.

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing, dry brick work {(HSR 8.5 (i)

Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing (In Cmenet) (HSR 8.5(b)

Dismantling Concrete - dismantling re-inforced brick or R.B/R.C work including reinforecement with cleaning and straightening and cutting of bars if required. (HSR 8.6(f)

Earth work excavation in ordinary soil exclusive of compensation of earth, Kassi work undressed involving an average horizontal throw upto 2 metres, and an average vertical lift upto 0.5 metre including breaking of clods (HSR 6.2 (b) and recompact the same including laying dressing, watering & rolling as per HSR 6.2 g-I, g-II and g-v.

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)

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 laying150 mm 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. Material and operation manufacturing shall be approved by Engineer in wrting.

Providing & laying 75mm thick (Compacted) stone metal (G-I) 63mm to 45mm 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 ccuring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Material to be used and operations of manufacturing shall be approved by Engineer in writing.

Providing & laying 150/300mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm 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 occuring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Material 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 (N.S.)

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 and paver finisher with sensor control to the required grade as per clause No. 504 table No. 500-4 of MoRT&H specification for road and bridge works (5th Revision) of 2013 using minimum 3.4 % bitumen grade VG-30 as binder content by weight of total mix, complete in all respects i/c cost of bitumen, instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. If bitumen required on this account is more than 3.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. 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 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 50 mm thick Compacted bituminous macadam in (BM) in one layer by drum type hot mix plant and paver finisher with sensor control to the required grade as per clause No. 504 table No. 500-4 of MoRT&H specification for road and bridge works (5th Revision) of 2013 using minimum 3.4 % bitumen grade VG-30 as binder content by weight of total mix, complete in all respects i/c cost of bitumen, instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. If bitumen required on this account is more than 3.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. 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 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, using bitumen binder @1.46 Kg per 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 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 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).

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.

Providing and laying of 80mm thick interlocking paver blocks ISI marked(IS Code : 15658: 2006) of all shapes and clours in design mix cement M-40 as per IRC :SP: 63-2004, over a bed of 30mm thick fine sand complete in all respects. [HSR 10.159 }

Providing and laying of 60mm thick interlocking paver blocks ISI marked(IS Code : 15658: 2006) of all shapes and clours in design mix cement M-40 as per IRC :SP: 63-2004, over a bed of 30mm thick fine sand complete in all respects. [HSR 10.158 ]

C.C. 1:6:12 with brick ballast 40mm nominal size in foundation and plinth (HSR 10.30).

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

1st class brick work laid in cement sand mortar in F&P (HSR 11.4)

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

Cement pointing 1:2 deep variety(HSR 15.60)

Design mix cement concrete of grade M-15 with minimum cement contents 315 Kg./cum in foundation and plinth (HSR 10.64)

Design mix cement concrete of grade M-35 with minimum cement contents 420 Kg./cum in foundation and plinth (HSR 10.68)

Design mix cement concrete of grade M-30 with minimum cement contents 420 Kg./cum in first storey upto 4 meters above plinth level. (HSR 10.74)

Design mix cement concrete of grade M-35 with minimum cement contents 420 Kg./cum in first storey upto 4 meters above plinth level. (HSR 10.75)

First class brick work laid in cement mortar 1:5 in F&P.(HSR 11.7).

Centring and shuttering for faces of walls, partitions, retaining walls,well steining and the like (vertical or battering)including attached pilasters etc. when curved (HSR 9.6)

Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and Wing wall to the full height compacted to a firm condition complete as per drawing and technical specification.

Back filling involving excavation of local sand, carrige with an avg. lead and lift with in 5 km, filling in 25 cm layers watering & compacting complete to the entire satisfaction of Engineer incharge (Based on HSR)

Centring and shuttering for slab culverts (b) exceeding 3 metres but upto 6 metres span (HSR 9.18(b)

Providing reinforced cement concrete crash barrier at the edges of the road approaches to bridge structures and medians, constructed with M-40 grade concrete with TMT reinforcement conforming to IRC:21 and dowel bars 25mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular no. RW/NH-33022/194-DO III dated 24th June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer.

Providing and laying 60 mm thick inter locking paver blocks of all shapes and colours in design mix cement M-35 over a bed of 25 mm thick fine sand complete in all respect (As per HSR 10.158)

Providing and fixing PVC pipe 150 mm dia in safety kerb for utilities.(HSR 13.89(b)

Providing, lowering, cutting, jointing and testing 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 alignment, gradients and levels including dressing and trimming and cutting of concrete beds and jointing with 1:1.5 cement sand mortar and with end dowels filled with 1:1.5 cement sand mortar and finishing the joints at an angle of 45degree with faces of spigot of socket joints cutting and finishing the surface to a uniform finish eyc. as fully described in HSR item 29.38,29.44/29.45 & 29.46 including cartage , loading and unloading complete in all respect. The internal diameter of the sewer being. (HSR 29.96)

Cement Concrete 1:1-1/2:3 with stone agreegate 20mm thick nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcment, but including centering and shuttering, laid in position complete in all resepects. (HSR 10.82+10.95(a)

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

First class brick laid in cement sand mortar 1:3 in foundation and plinth. (HSR 11.5)

Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no 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 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).

Drainage spouts complete as per drawing and techincal specification.

Providing & fixing 5th km. Stone made of concrete as per specified design conforming to MoRD specification no. 1703; all inclusive, including cost of concrete, fixing, painting writing etc. [conforming to MoRD specifications for Rural Roads - 2004] (Item ID - 1081.01) (HSR 10.129(i)+16.75(b-i) (191.20+450%)+(67.30+230%)

Providing & fixing reinforced cement concrete 1:2:4 Kilometer stone of standard design, fixed in position, including finishing and including painting; (HSR 10.129 + 16.75 b )(ii) Kilometer stone on village roads

Providing & fixing reinforced cement concrete 1:2:4 boundary pillars of standard design, fixed in position, including finishing and including painting. (HSR 10.131 + 16.74 b )

Providing & erecting OVERHEAD SIGNS gantry supported by M.S pipe structure completed as per drawings, Technical Specifications and as directed by Engineer-In-Charge including construction of R.C.C foundation for providing of M.S Tubular structure for Cantilever signage at given site as per drawing enclosed. The C. C. mix to be in ratio of 1:1½:3 (RCC 1:1½:3) and that of lean to be ratio of 1:3:6 the work will be carried out as per the instructions of Engineer-In-Charge. Cantilever over head Sign gantry (r-type) frame truss Size- 3.05 m x 1.525 m

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. Informatory (Start and ends of road )

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 reflector zing 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.

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 :- Bricks @ Rs. 4.50/- Each

Brick Bats @ Rs. 400/- Cum

Steel Scrap @ Rs. 2000/- Qtl. 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. Note:- i) In case of any difference in the unit and Nomenclature of any of the HSR items depicted in this DNIT and that given in HSR the unit and Nomenclature given in HSR shall be applicable. ii) Only reputed make material will be used (Make/ brand/ exhibited in HSR and exhibited ib approved documents) as approved by the Engineer-in-charge, while executing various item/ works at site. Note:- In case of any discrepancy found in nomenclature/ unit of item of BOQ depicted in the DNIT. The nomenclature/unit of MORTH (5th) revision / HSR shall be applicable.

Routine Maintenance 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 rate quoted by the Contractor. if the rates quoted by the contracor differ from fixed rates, then it will bot 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 manual (IRC-SP-20-2002). 1st year Maintenance as per general condition of contract data @ Rs. 31848.00 Per kilometer

2nd year Maintenance as per general condition of contract data @ Rs. 95543.00 Per kilometer

3rd year Maintenance as per general condition of contract data @ Rs. 127390.00 Per kilometer

4th year Maintenance as per general condition of contract data @ Rs. 159238.00 Per kilometer

5th year Maintenance as per general condition of contract data @ Rs. 222933.00 Per kilometer Item no- 50 to 54 Note- The bidder is not required to quote his rate for routine maintenance. The rates are to be paid for routine maintenece are indicated in thebill of quantities. 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:- In case of any discrepancy found in nomenclature/ unit of item of BOQ depicted in the DNIT. The nomenclature/unit of MORTH (5th) revision / HSR shall be applicable.

rameher contractor

Gupta And Co