Government Of Haryana Tender
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The Government Of Haryana has issued a formal invitation for competitive bids for Construction Of Link Road From Diwanawala To Johriwala, Magniwala, Bajewala, Johriwala Upto Pinjore Mallah Road In Panchkula Distt. in Chandigarh, with an estimated contract value of Rs. 4,56,70,000. The bid opening date for this tender is 05-09-2019 and the last date for bid submission is 11-09-2019. Interested bidders for Government Of Haryana tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Government Of Haryana Tender
Eprocure
Opening Date5 Sep 2019
Closing Date11 Sep 2019
Tender Amount₹ 4,56,70,000
Costs
EMD
₹ 9,14,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_HRY_94868_2Bid Award Id
ViewTender No
PWD/CHD/CD-CHD/16285Tender Authority
Government Of Haryana ViewPurchaser Address
-Website
http://https://haryana.gov.in/
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Documents
BOQ Items
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First class brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level. (HSR 11.10)
181.09
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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).
400.4
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Cement concrete 1: 1 ½:3 with stone aggregate 20mm nominal size in foundation and plinth (HSR 10.42)
27.88
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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 colour 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.
517
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Extra for watering, rolling of earth in 25cm layer (HSR 6.2) g(ii) +g(v).
9154.48
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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).
25850
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Cement pointing raised 1:2 on stone walls(HSR 15.67)
584.63
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Providing & laying 75 mm thick (Compacted) stone metal (G-I) 63 to 45mm gauge wearing coat to Water Bound Macadam 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 engineer.
1938.75
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Providing, lowering, cutting, jointing and testing 1200mm 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 level 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.
395.28
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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.)
25850
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Cement concrete 1:4:8 with brick ballast 40 mm nominal size in foundation and plinth.(HSR 10.36)
122.2
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Cement pointing 1:2 deep variety on brick and tile work(HSR 15.60)
519.35
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Cement concrete 1:4:8 with stone aggregate 40mm nominal size in foundation and plinth.(HSR 10.39)
550.31
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Excavation including handling of materials, with any lead and lift is inclusive of cost of explosive and dressing, compressed air T&P:- Pick work etc. Filling wherever is to be done, it may be done out of excavated quantity, and nothing extra will be paid & incidental to work (for retaining wall/breast wall)
4763.65
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Providing and laying150 mm thick granular sub base consisting of drainage-cum-filter 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.
3877.5
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Striking joints in lime or cement on brick and tile walls.(HSR 15.69 (a)
188.1
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Damp proof course 40mm thick of cement concrete 1:2:4 using stone aggregate with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm. laid hot and sanded.(HSR 10.114(-) Note)
195.23
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Reinforced cement concrete 1:2:4 200 mtr. stone of standard design, fixed in position, including finishing but excluding painting.
50
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Providing and fixing of shoulder mounted sign boards of various sizes using non-metallic micro prismatic retro reflective sheet conforming to IRC: 67-2012 type IV HIP specification fixed on 3mm thick Aluminum composite panels as base board with pressure-sensitive adhesive having 0.5mm thick Aluminum on both sides supported on Mild steel pipe post 80mm NB medium class 4mm thick embedded M-20 grade concrete foundation of size 450mmx450mmx600mm, complete as per drawings, Technical specifications and as directed by Engineer-in-Charge. Size: 600 mm x 450 mm Rectangular
8
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Cement concrete 1:6:12 with stone aggregate with 40 mm nominal size in foundation and plinth.(HSR 10.32)
153.11
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Excavation including handling of materials, with any lead and lift is inclusive of cost of explosive and dressing, compressed air T&P:- Pick work. etc. The finished road surface will be as per X-section approved by engineer. In case the quantity of earth work actually executed to be less than 55795.90 cum. Then actual quantity (less than 55795.90 cum) will be paid. In case quantity worked out is more than 55795.90 cum, then only 55795.90 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. Before start of work, L-section shall be got approved from the employer. However, typical X-section attached section-9 of DNIT. Filling wherever is to be done, it may be done out of excavated quantity, and nothing extra will be paid & incidental to work. (for road work)
55795.9
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Cement concrete 1:2:4 with stone aggregate 20mm nominal size for reinforced concrete work for bed plates in square, rectangular, polygonal, circular and elliptical wells, excluding steel reinforcement but including centring and shuttering, laid in position complete in all respects.(HSR 10.94)
219.58
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Random Rubble masonry or polygonal rubble masonry (Kentish rag) or random or polygonal rubble, built to courses, in foundation and plinth in cement mortar 1:6(HSR 12.37 + Note)
4348.2
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Providing & laying 150mm 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 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.
3877.5
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Cement Concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth.(HSR 10.38)
123.3
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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)}
58.76
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12mm thick cement plaster 1:6 (HSR 15.7)
3.7
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First class brick work laid in cement sand mortar 1:4 in foundation and plinth.(HSR 11.4)
349.75
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Making and filling expansion joints, with bituminous filler (Bitumen 40 percent, asbestos 5 percent and sand 55 percent) 12mm wide. (HSR 24.34)
73.15
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Cement Concrete 1:6:12 with brick ballast 40mm nominal size in first storey upto 4 meters above plinth level. (HSR 10.48)
14.08
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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 molded. 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 arise 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)
78390
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Providing and fixing premoulded bituminous joint filler, for expansion joints, including the cost of sealing compound and primer coat 12 mm wide (HSR 24.35) (a)
2582.48
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Conglomerate floor 50mm thick cement concrete topping 1:2:4 (HSR 14.10)
411.34
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Earth work excavation in ordinary soil exclusive of compensation of earth-earth-work undressed with a combined lead upto 15 meters including breaking of clods. {HSR 6.2(b)}. Note: Disposal of surplus earth as desired by Engineer-In-Charge with all lead and lift will be incidental to earth and no payment will be made for disposal.
1913.55
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Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in first storey upto 4 metres above plinth level.(HSR 10.59)
23.5
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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).
25850
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Fe-500 EQR/TMT steel bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete in all respect. Note: - Reinforcement shall be measured in length 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, coupling, welded joints space bars, chairs, stay, 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)(NS).
686.99
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Reinforced cement concrete 1:2:4 Kilometer stone of standard design, fixed in position, including finishing but excluding painting (HSR 10.129) (iii) Kilometer stone on village roads.
5
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White washing three coats (HSR 16.48)
3.7
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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)}
9400
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Cement concrete 1:2:4 with stone aggregate 20mm nominal size in foundation and plinth.(HSR 10.41)
2749.62
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Cement concrete 1:6:12 with brick ballast 40 mm nominal size in foundation and plinth.(HSR 10.30)
7.5
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Providing, lowering, cutting, jointing and testing 900mm 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 level 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.
146.25
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