Haryana State Roads And Bridges Development Corporation Limited Tender
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Costs
EMD
₹ 29,08,000Document Cost
₹ 20,000Tender Fee
₹ 1,180
Summary
Upgradation By Providing Widening, Strengthening Of Existing Road From Sonipat To Ganaur Road Via Kami (km 0.00 To 13.600) In Sonipat District.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_HBC_176034_1Bid Award Id
ViewTender No
DGM-III/HSRDC/SNP/GNR-SNP roadTender Authority
Haryana State Roads And Bridges Development Corporation Limited ViewPurchaser Address
-Website
http://etenders.hry.nic.in
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Documents
BOQ Items
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Dismantling of Granular Coarses ( avg. depth 450 mm) and disposal of dismantled materials including all lifts and leads complete in all respect for depth as per site condition stacking serviceable and unserviceable materials separately (Depth may vary as per site conditions)
5940
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1
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Providing and laying 300/200 mm thick granular sub base in two layer 150/100 mm each layer 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, complete as per clause No. 401 of MoRT&H specifications. Note:- Only crushed stone material should be used no local sand / tibba sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).
19949.11
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1
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Providing and laying and compacting 225/175 mm thick in two layer graded stone aggregate to Wet Mix Macadam (WMM) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, 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.406. (N.S.) Note:- Only crushed stone material should be used no local sand / tibba sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI).
23152
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1
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Providing & laying primer coat using emulsion S.S grade (Bulk) @ 60 k.g per hundred sqm on new granular surface and complete in all respects including cost of emulsion as per MoRT&H specification (5th edition) 2013 clause No. 502 (N.S)
105530
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1
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Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.25 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.)
211120
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1
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Providing and laying 50mm thick Dense Graded Bituminous Macadam(DBM) in one layers with the use of reclaimed excavated material from cold milling of existing bituminous layers to the extent up to 30 percent (30%) of the required quantity after carrying out necessary checks and evaluation, adding fresh coarse/ fine aggregates and bitumen of VG-40 grade to have overall minimum 4.50% bitumen content and including rejuvenators as required, mixing in a batch type hot mix plant with appropriate arrangement for use of RAP, transporting and laying at site and compacting to the required grade, level and thickness, all as specified in clause 519 of MORT&H specification 5th revision-2013. If bitumen required is more than 4.50% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. (DBM Produced from scarified Materials & fresh material @ 30% : 70% ratio)
5277
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1
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Providing and laying 30 mm compacted thickness of Bituminous Concrete (BC) in one layer with 80-100 TPH batch type Hot Mix Plant with bituminous binder VG-40 @5.4% (minimum) and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and pneumatic tyred roller (PTR) 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 MORT&H specification (Vth revision)-2013 Clause No. 507 complete in all respect. If bitumen required is 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.
3166
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1
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Providing and laying 100mm 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-50 over a bed of 30mm thick fine sand complete in all respect. (HSR 10.160)
5355.84
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1
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Construction of sub-grade of 500mm thick in full formation width with soil minimum CBR of 8% obtained from borrow area with all lifts and leads, transporting to site, spreading , grading to required slope and compacted to meet requirement of table-300-2 complete in all respect as per X-section attached with DNIT, as per clause No. 305 of MORT&H specification-2013. The finished road surface will be as per X-section approved by Engineer. Quantity of earth work calculated with NSL and finished level found to be less than 31017 cum. Then actual quantiy (less than 31017 cum) will be paid. In case quantity worked out is more than 31017 cum. Then only 31017 cum will be paid. Excess quantity shall be incidental to work and nothing extra will be paid. No earth work will be allowed from PWD land. Before start of work, the contractor will prepare the L-section and X-section of the project highway and get it approved from engineer with respect to GTS bench mark. This work shall be incidental to work and nothing extra will be paid. NOTE:- if soil of CBR 8% is not available then the agency will do appropriate stabilization as per IRC-SP-89-2010 as approved by the SE-in-Charge and nothing extra shall be paid on this account and it will be incidental to work.
19009.19
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1
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Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres) (MoRT&H no. 2.4) Cement Concrete By Manual Means (Reinforced cement concrete grade M-20 & above)
167.51
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1
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (MoRT&H no. 12.1 (B))
1253.83
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1
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Construction of raft foundation base with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) (MoRT&H 3.16)
84.93
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1
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Construction of granular sub-base for raft foundation by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (MoRT&H 4.2)
84.93
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1
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Providing and laying in position machine batched and machine mixed design mix M-15 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-Charge’ in foundations and plinth. (Note: Cement content considered in this item is @ 240 kg/ cum) (HSR 10.64)
56.14
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1
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Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-Chief in foundation and plinth. (Note: Cement Content considered in this item is @ 340 Kg/Cum.)(HSR 10.67)
387.29
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1
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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 / storey’s / 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 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.
581
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1
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Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work (abutment, return wall/wing wall, retaining wall, pier shafts, bracket, pier cap, dirt wall etc.), using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-Chief in first storey upto 4 meters above plinth level. (Note: Cement Content considered in this item is @ 340 Kg/Cum.) (HSR 10.74)
175.22
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1
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Providing and laying in position machine batched and machine mixed design mix M-40 grade cement concrete for reinforced cement concrete work (bearing pedestal), using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-Charge in first storey upto 4 meters above plinth level. (Note: Cement Content considered in this item is @ 360 Kg/Cum.) (HSR 10.76)
1
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1
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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 diameters 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.
264.34
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1
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Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (MoRT&H 13.8)
56
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1
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications 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 return wall to the full height compacted to a firm condition complete as per drawing and technical specification.(MoRT&H 13.10)
41.92
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1
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (HSR 6.13(a)
409.66
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1
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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. (MoRT&H 13.14)
204800
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1
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Providing and laying position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-Charge in first storey upto 4 meters above plinth level (Note: Cement content considered in this item @ 340 kg/ cum) for T- Beam and Slab.
153.78
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1
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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 diameters 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.
338
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1
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Provision of an reinforced cement concrete crash barrier at the edges of the road approaches to bridge structures and medians, constructed with M-40 grade concrete with minimum cement content 360 kg per cum of concrete 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, all as specified. as per clause 1000, 1500, 1700, 2100 of MoRT&H specification (Including reinforcement and form work) (Based MoRT&H no. 8.22)
59.44
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1
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Compression Seal Joint (Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm.) (MoRT&H no. 14.21)
36
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1
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Filler joint - Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.(MoRT&H no. 14.18(ii))
24
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1
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Drainage spouts complete as per drawing and technical specification as per clause 2705 of MoRT&H specification (MoRT&H no. 14.9)
8
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1
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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoRT&H specification (MoRT&H no. 5.2)
326.92
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1
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Providing And laying stone matrix asphalt (SMA) 50mm thick using stabilizing additives @ 0.3% by weight of mix, hydrented lime @10% using stone aggregate 20m, 10mm with drum/batch mix plant as per standard job mix formula including additional aggregate of size 1 to 3 mm applied over the hot surface @ 1 to 2 kg/m2, immediately after compaction and density 2.3 gm/cc and bitumen grade CRMB:55 @ 5.8% by weight. Clause 515.
16.35
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1
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Providing and laying in position machine batched and machine mixed design mix M-15 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-Charge’ in foundations and plinth. (Note: Cement content considered in this item is @ 240 kg/ cum) (HSR 10.64)
13.47
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1
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Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work (approach slab), using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-Charge in first storey upto 4 meters above plinth level. (Note: Cement Content considered in this item is @ 340 Kg/Cum.) (HSR 10.74)
25.2
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1
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Painting two coats including priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. HSR 16.2 & 16.3
130.77
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1
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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)
714
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1
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Cement Concrete 1:2:4 with stone agg. 20mm nominal size in foundation & Plinth (HSR 10.41)
57
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1
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First class brick work laid in cement sand mortar 1:3 in foundation and plinth(HSR 11.5)
252
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1
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Cement Concrete 1:11/2:3 with stone agg. 20mm nominal size in first storey upto 4 meters above Plinth level. (HSR 10.60)
5
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1
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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 diameters 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.
578
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1
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-Charge in first storey upto 4 meters above plinth level. (Note: Cement Content considered in this item is @ 330 Kg/Cum.) (HSR 10.73)
431.11
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1
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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)
2.86
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1
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Striking joints in lime or cement on brick and tile walls. (HSR 15.69a)
30.23
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1
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Extra for making tapered surface of brick Masonry (HSR 11.99).
15.6
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1
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Cement Concrete 1:4:8 with brick ballast in Foundation and plinth. (HSR 10.36)
136.45
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1
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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 respects. HSR 10.82+ 10.95 a)
141.84
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1
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Cement Concrete 1:2:4 with stone aggregate 20 mm nominal size in 1 storey upto 4M (HSR 10.59)
3.27
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1
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Cement pointing 1:2 deep variety (HSR 15.60).
178.73
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1
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12 mm thick cement plaster 1:6 (HSR 15.7)
16.18
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1
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Brick on edge flooring laid in cement sand mortar 1:4 on 75 mm thick C.C. 1:8:16 & 100 mm sand filling & cement pointing 1:2 on top (HSR 14.23)
17.53
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1
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Making and filling expansion joints, with bituminous filler (bitumen 40 percent, asbestors 5 percent and sand 55 percent),12 mm wide. (HSR 24.34)
24.38
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1
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Cement Concrete 1:1.5:3 with stone aggregate 20mm nominal size in foundation and plinth HSR 10.42
192
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1
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Centering and shuttering for faces of walls, partition, retaining walls, well staining and the like item (vertical or battering) including attached plisters, buttresses etc. when curved. HSR 9.5
2560
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1
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Cement Concrete 1:6:12 with brick ballast in Foundation and plinth. (HSR 10.39)
30.24
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1
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Supplying and fixing 600mm dia hume pipe RCC NP3 marked with IS: 458-1988 including carriage to site of work complete in all respect. (NS)
117
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1
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Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15 cm layers, including ramming watering and consolidating lead upto 30 metres. HSR 6.13 (a)
29.36
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1
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Supplying and fixing 1200mm dia hume pipe RCC NP3 marked with IS: 458-1988 of relevant including carriage to site of work complete in all respect. (NS)
30
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1
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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (MoRT&H 4.2)
161
-
1
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Preparation of surface include sand papering, applying filling with approved quality filler complete as per HSR 16.51
1763
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1
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Providing and applying 2 coats of exterior decorative cement based paint such as snowcem, etc.(only ISI marked) as per HSR 16.61
1763
-
1
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White washing two coats HSR 16.50
1768
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1
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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. 600mm x600mm triangular
15
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1
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Speed Limit (circular-600mm dia)
10
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1
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Facility Information sign(800mm x 600mm rectangular) such as Truck laybye, bus laybye, bus stop, filling station, hospital, resting place, etc.
10
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1
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Providing & erecting cantilever OVERHEAD GANTRY SIGN BOARD supported by M. S. Pipe Structure (MS Pipe should be of TATA/Sail/Jindal/RINL make only) complete as per drawings, Technical Specifications and as directed by Engineer-In-Charge including painting with red oxide primer and first quality synthetic enamel paint, 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 and the reflective of high intensity micro prismatic grade conforming to IRC: 67 - 2012 Type IV standards fixed on 4mm thick Aluminum Composite Panels (ACP sheet ) as base board with pressure-sensitive adhesive having 0.5 mm thick Aluminum on both sides. The messages (legends, letters, numerals etc.) and borders of Retro Reflective Boards shall be made of green/blue transprent overlay film (over 100% area) pasted over the white retro reflective sheeting as base with pressure sensitive adhesive or as instructed by the manufacturers or as directed by the Engineer-In-Charge. The work will be carried out as per the instructions of Engineer-In-Charge.
2
-
1
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Route marker signs (600mm x 450mm rectangular)
6
-
1
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Place/City identification boards(1200mm x 900mm rectangular)
5
-
1
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Providing and fixing RCC M35 studs (300mm dia at bottom; 250mm dia at top) include. Steel reinforcement, preparation of surface, cement priming and painting with two coats of synthetic enamel paint in desired colour and pattern complete in all respects
150
-
1
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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 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 meticulou8sly 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).
4500
-
1
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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 i) 5thKilometer stone
2
-
1
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Ordinary kilometer stone
11
-
1
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Precast chequered tiles of 20 mm thickness In ordinary grey cement without chips laid on 20 mm thick bed of cement coarse sand mortar 1:3 with neat cement slurry between joints and over the base in floors, treads of steps and landings. HSR 14.45
100
-
1
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Pavement Marker (Cat Eyes) Moulded shank raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing 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 specifications of Category A of MORTH Circular No. W/NH/33023/10-97-DO III dt. 11.06.1997. The height width and length shall not be exceed 50mm, 100mm and 100 mm and with minimum reflective area of 13 Sqcm. On each side and the slope to the base shall be 35+/- degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/-2 mm and height not less than 30+/- mm) 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 manufacturer’s recommendation and complete as directed by the engineer (of reputed make such as Avery Dennison/3M)
1500
-
1
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Providing & fixing road side delineator of height 1200 mm made of M. S. tube size 100 x 80 mm having thickness 1.2mm of height 900 mm and balance 300 mm of M. S. angle 25 x 25 x 3 mm. Having micro prismatic retro-reflective panel conforming to IRC : 67-2012 type 4 HIP and of size 80mm x 150mm on both sides as per clause No. 800 of MORT&H. Complete delineator processed by heat treatment process to makes it resistant to all weather effects fixed in C.C. 1:2:4 block size of 300 x 300 x 450 mm as clause No. 806 of MORT&H specification 5th revision 2013.
350
-
1
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Providing and fixing Tree markers, complete as per Standard drawings of IRC 67, Technical specifications and as directed by Engineer – in – charge.
350
-
1
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Providing and fixing (erecting) dual directional speed breaker plastic high impact resistant ABS body of size 350x250x50mm having two reflective ABS strips. The body provided four steel nails fixing on the road.
200
-
1
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Providing and installing shoulder mounted directional / cautionary signages of size (Chevorn Boards Rectangular) using non – metallic micro prismatic retro reflective sheet conforming to IRC 67-2012 type IV HIP specification fixed on 3mm thick Aluminium Composite Panels as base board with pressure – sensitive adhesive having 0.5mm thick Aluminium on both sides supported on single or two nos Mild Steel Pipe post 80mm NB Medium Class 4mm thick embedded in M-20 grade concrete foundation of size ( 450mm x 450mm x 600mm)/ ( 600mm x 600mm x 600mm) complete as per drawings, MORTH Technical specifications and as directed by Engineer – in – charge
50
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1
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Providing and installing shoulder mounted directional / cautionary signages of size (Flexible Chevorn Boards Rectangular) using non – metallic micro prismatic retro reflective sheet conforming to IRC 67-2012 type IV HIP specification fixed on 3mm thick Aluminium Composite Panels as base board with pressure – sensitive adhesive having 0.5mm thick Aluminium on both sides supported on single or two nos. Mild Steel Pipe post 80mm NB Medium Class 4mm thick embedded in M-20 grade concrete foundation of size( 450mmx450mmx600mm)/ ( 600mmx600mmx600mm) complete as per drawings, MORTH Technical specifications and as directed by Engineer – in – charge
6
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1
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Providing and laying Retro-Reflective Tape in desired size at places wherever required as per MORTH Technical specifications and as directed by Engineer – in – charge.
12
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1
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Providing and fixing Retro Reflective Hazard Marker confirming to IRC 79:1981 of size 900x300 mm with back support of M S angle 25x25x3 mm and leg post of 80mm dia having 1.6mm thickness duly painted,1500 mm high embedded into 0.3x0.3x0.45m M20 grade Concrete as per site requirements, Using non-metallic micro-prismatic retro-reflective sheet confirming to IRC: 6720'12 type lV specification fixed on 3 mm thick Aluminium composite Material sheet as base having 0.5 mm thick Aluminium on both sides.
50
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1
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Supplying and installation of Traffic Bollard 1.05 mtr. High above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming tolRC-79 and the drawings.) complete in all respect as per clause No.806 of MORT&H specification-2013 including cost of foundation
10
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1
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Providing and laying 2-way Small median markers (The Median Marker shall be made of tough, high impact resistant, injection-molded, thermoplastic body with an trapezoidal isosceles structure of length, width and height not less than 15cm, 10cm and 10 cm respectively. The Median Marker Shall have fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements and meets ASTM D4956 type lX specifications. The retro-reflective Sheeting shall be one or both sides of the Median Marker complete as per Standard drawings of IRC 67, MORTH Technical specifications and as directed by Engineer – in – charge.
50
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1
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Providing and fixing Railing Clamp Delineators, at railing on structures (ROB, Flyover, Bridges & Underpass) complete as per Standard drawings of IRC 37, Technical specifications and as directed by Engineer – in – charge.
50
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1
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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 grading, required bituminous content and bringing the same to fulfill all the criteria as mentioned in the MORT&H specifications for the relevant item) and after getting approval from employer for the same. 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) Granular Material @ Rs 720/- per cum
4752
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1
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Bituminous Material @ Rs 3075/- Per Cum
1866
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1
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Hume pipe 1200mm dia @ Rs. 3000/- 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.
30
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1
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