Public Works Department-PWD has published Special Repair By Providing Wdg Stg From 3 . 66 To 5 . 50 On Link To Ayanagar Id 3512 From Rd 0 To 1 . 20 Km In Palwal Distt . Re-Tender. Submission Date for this Tender is 15-04-2020. Civil Work Tenders in Palwal Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: S/R by providing Wdg/Stg from 3.66 to 5.50 on Link to Ayanagar (ID 3512) from RD 0 to 1.20 Km in Palwal Distt. (Re-Tender) | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Civil Works | BI01010001010000000000000515BI0100001112 | ||
| 2 | 2 | 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. | 1.2 | Per Km. | |
| 3 | 3 | Milling of distress bituminous layer upto 40mm depth in a single pass with suitable milling machine (capable of milling @ 200-300 sqm area per hour) 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 as mention in BOQ item No.30. | 175.68 | Per Cum | |
| 4 | 4 | Earth work excavation in ordinary soil exclusive of compensation of earth , Kassi work undressed involving an average horizontal throw upto 2 Mtr , and an average vertical lift upto 0.5 Mtr. Including breaking of clods. Excavated earth may be reused on berms and disposed off surplus earth with all lead and lift including dressing complete in territorial as per direction of Engineer-in-Charge will be incidental to work and nothing will be paid. (NS) | 331.2 | Per Cum | |
| 5 | 5 | 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. | 2208 | Per Sqm | |
| 6 | 6 | Providing & laying 150mm thick (Compacted) stone metal (G-I) 63 to 45mm gauge wearing coat to Water Bound Macadam in layer of 75mm each using screening type 'B' compacting with 3 wheeled steel roller/vibratory roller to achieve the desired density including lighting, guarding barricading and maintenance of diversion etc. as per clause No.404 of MoRT&H specifications of road & bridges (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respect. (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 the engineer. | 826.2 | Per Cum | |
| 7 | 7 | Providing & laying 225 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm each 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 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 the engineer. | 990 | Per Cum | |
| 8 | 8 | Providing and laying first coat surface dressing, including rolling with road roller etc. complete including cost of bitumen VG-10 grade using aggregate 13mm nominal size 1.00 cum and bitumen VG-10, 0.10 MT per hundred square metre. Clause 509 of MoRT&H specification. (5th edition) 2013 (NS). | 6600 | Per Sqm | |
| 9 | 9 | 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. | 6600 | Per Sqm | |
| 10 | 10 | Providing & Laying 30 mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and with pneumatic tyred roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPA and tandem rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision) 2013 using minimum 5.4% to bitumen grade VG-30 as binder content by weight of total mix, complete in all respects including 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 more than 5.4% 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 BC, 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 noting 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. Note:- Where there is only bituminous layer on existing black top, cracks shall be sealed as MoRT&H specification 5th revision clause No.3004.3, which may consists of (i) Fog seal/or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No.3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work. | 198 | Per Cum | |
| 11 | 11 | Supply collection and carriage if First class brick 22.86cm x11.11cmx6.86cm from approved kiln to site of work shall be made from good brick earth conforming to 3.5 of Haryana PWD specification 1990 edition in stacks of 50 bricks length, 2 bricks width and 10 bricks height parallel to the center line of the road Bricks shall be free from saline deposits and shall be sand moulded. They shall be thoroughly brunt without vitrified and shall have uniform deep red, cherry or copper colour. They shall be regular and uniform in shape and size with sharp and squares aries and parallel faces. They must be homogeneous in texture and emit a clear ringing sound on being struck. They shall be free flaws, cracks , chops, stones, nodules or lime or kankar and other blemishes complete as per Haryana PWD specification No. 3.5.1990 First Edition.(NS) | 19961 | Per Each | |
| 12 | 12 | Laying brick on end edging length-wise 22.86 cm deep and 6.83 cm wide including excavation of earth and refilling the excavated soil and compacting along brick edging complete in all respect with other than brick soiling.(HSR 24.6 b) | 2400 | Per RMtr. | |
| 13 | 13 | Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10cms 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 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 no. , manufacturing date of the material to be used and get approved the same from Engineer-In-Charge before use. | 48 | Per Sqm | |
| 14 | 14 | Dismantling Brick Work, Tile masonry or tile lining and tile terracing (HSR 8.5 (i)) dry brick work | 41.59 | Per Cum | |
| 15 | 15 | Earth work in excavation in foundations, trenches, etc. in all kinds of souls, not exceeding 2 meters depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15cm layers with compaction including disposal of all surplus soil, as directed within a lead of 30 meters (HSR 6.6 | 1699.12 | Per Cum | |
| 16 | 16 | Cement concrete 1:4:8 with stone aggregate 40 mm Nominal size in foundation and plinth. (HSR 10.39) | 320.64 | Per Cum | |
| 17 | 17 | Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41) | 86.4 | Per Cum | |
| 18 | 18 | Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel reinforcement centering and shuttering in foundation and plinth. (HSR 10.79) | 6.92 | Per Cum | |
| 19 | 19 | Cement Concrete 1:1½:3 with stone aggregate 20mm thick 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. (HSR 10.82 + 10.95 (a) + Note | 84.02 | Per Cum | |
| 20 | 20 | First class brick work laid in cement sand mortar 1:5 in foundation and plinth. (HSR 11.3) | 64.74 | Per Cum | |
| 21 | 21 | First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4) | 456 | Per Cum | |
| 22 | 22 | 12 mm thick cement plaster 1:4. (HSR 15.5) | 1080 | Per Sqm | |
| 23 | 23 | Cement pointing 1:2 deep variety on brick and Tile work (HSR 15.60) | 84.9 | Per Sqm | |
| 24 | 24 | Fe-500 EQR TMT steel bars for RCC works, where not included in the complete rate of RCC including bending, binding and placing in position complete. (N.S.) Note:- Reinforcement shall be measured in legth including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays hangers and annealed steel wire or other methods for biding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. | 76.1 | Per Qtl | |
| 25 | 25 | Brick-on-edge flooring laid in cement sand mortar 1:4 on 75 mm thick cement concrete 1:8:16 and 100 mm sand filling and cement pointed 1:2 on top (HSR 14.23) | 27.62 | Per Sqm | |
| 26 | 26 | Reinforced cement concrete 1:2:4 Kilometer stone of standard design, fixed in position, including finishing including painting-Ordinary Km Stone [HSR 10.129 (ii) + 16.75 (b (ii)) | 1 | Per Each | |
| 27 | 27 | Reinforced cement concrete 1:2:4 boundary pillars of standard design, fixed in position, including finishing including painting-200 meter stone [HSR 10.131 + 16.74 (b) | 5 | Per Each | |
| 28 | 28 | Reinforced cement concrete 1:2:4 village board of standard design, fixed in position, including finishing and painting [HSR 10.131 + 16.74 (b) | 1 | Per Each | |
| 29 | 29 | Providing and fixing public information board consisting of 75 mm GI pipe of size 2.45 mtr X 1.15 mtr X 900 mm GI sheet 16 gaze connected / welded with 5mm thick steel plate of 50mm duly panted as per column mentioned in the drawing and fixing at sight in 60X 60X75 cm cement concrete 1:2:4 block complete in all respect (NS) | 2 | Per Each | |
| 30 | 30 | Providing and installing shoulder mounted directional singages 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 Aluninium 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 80mm NB medium class 4 mm thick embedded in M-20 Grade concrete foundation of size (450 mm X450mm X600mm) /(600 mmX 600mmX600mm) complete as per drawings technical specifications and as directed by Engineer-In-Charge. Size 1200 X 900mm | 2 | Per Each | |
| 31 | 31 | 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 use 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) Good Bricks @4.5/-Each | 7985 | Per Each | |
| 32 | 32 | Bricks Bats @ 400/-Per Cum | 16.64 | Per Cum | |
| 33 | 33 | Bituminous mix material @ Rs.1346/-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. | 140.54 | Per Cum |
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